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0109 SEAPUIT ROAD
i�9 �ERi°v� T ;eoR� �` ;. i S` �t"E ti Town of Barnstable Building Department - 200 Main Street Hyannis, MA 02601 9 MASS �A i619. , (508) 862-4038 Certificate of Occupancy Application Number: 201004483 CO Number: 20110155 Parcel ID: 118121002 CO Issue Date: 10112/11 Location: 109 SEAPUIT ROAD Zoning Classification: SPLIT ZONING Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: OSTERVILLE Gen Contractor: ANTHONY, FOLINO J JR Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 4m Xft Building Department Signature Date Signed °FtHET � TOWN OF BARNSTABLE _ g Application Ref: 201004483 • BARNSTABLE, Issue Date: 10/07/10 ■ e r■ ■ ■�t y MASS. , �AT i639• Ao Applicant: ANTHONY,FOLINO J JR Permit Number: B 20102124 . ,. Proposed Use: DEVELOPABLE LAND Expiration Date: 04/06/11 Location l J SEAPUIT ROAD Zoning District SPLTPermit Type: NEW SINGLE FAMILY HOME Map Parcel 118121002 Permit Fee$ 3,366.00 Contractor ANTHONY,FOLINO J JR° . Village OSTERVILLE App Fee$ 100.00 License Num 18514 Est Construction Cost$ 660,000 Remarks i APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A NEW HOME-4 BED,4 FULL AND 2 1/2 BATHS THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 3 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GREGORY, DAVID T 8L LORRAINE TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 1063 INSPECTION HAS BEEN MADE. OSTERVILLE, MA 02655 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR A Y PART TH&&4&TFU TEMPORARILY OR PERMANENTLY•. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE-JURISDICTION. - STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL.INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1. FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. . 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). OJT THIS CARD 0 THAT IS VISIBLE FROM BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 awe Val 2 2 �95� , 2S vt,l /� ti1=T,v.) 6k Fob'-i-EMP co 3ow 3 Tvv3.0f- C0eCfC?SeN3 I He ng Inspection provals Engineering Dept 5TIJ & 16h)b) Firje Dept I 2 . j Board f Hea t ��,n^ 3;� -� � • �•• .: Al �ZNE, TOWN OF BARNSTABLE Build! "N'T ��► Application Ref: 201101154 Permit STABLE, * Issue Date: 03/24/11 MASS. 9qj i639• Applicant: GREGORY,DAVID T&LORRAINE TRS Permit Number: B 20110531 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 09/21/11 [Location 109 SEAPUIT ROAD Zoning District SPLTPermit Type: RESIDENTIAL ADDITION/ALTERATIO I- Map Parcel 118121002 Permit Fee$ 510.29 Contractor PROPERTY OWNER Village OSTERVILLE App Fee$ 50.00 License Num Est Construction Cost$ 100,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INTERIOR BASMENT AND ATTICK FIT UP AND FINISH ENTERTAIN ENTils CARD MUST BE KEPT POSTED UNTIL FINAL AND OFFICE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GREGORY, DAVID T 81:LORRAINE TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 7026 MID IRON WAY INSPECTION HAS B DE. MASHPEE, MA 02649 Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY ANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 3 1 Heating Inspection Ap rovals Engineering Dept � ' I D�U,j-11 Fire Dept 2 f1 av4 a Ith � TOWN OF BARNSTABLE UILDING PERMIT APPLICATION 4Map Parcel `:Application # wr ��� Health Division Date Issued �y Conservation Division .Application Fee Uv Planning Dept. L6*CV ' 'Permit Fee' 3 Date Definitive Plan Approved by Planning Board 9Uoi�, �Qp,q� O�os7U �T Historic - OKH Preservation/Hyannis Project Street Address 4 Village e ' e- Owner So ti 0 re I S b l /$1'twL4AYess � �y tUP6 to 5/,4 e Telephone I '1 d�g� rj C � q. Permit Request Ci 0 IV S w 2 ('o 0 l�1 SEP 0 : RECD IRV Square feet: 1st floor: existing proposed UPC Ynd floor: existing proposed a Total new 6 O®�q Zoning District Flood Plain Groundwater Overlay Project Valuation Cie Construction Type a . Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .X1**'_ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: III ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 3 ,000 Number of Baths: Full: existing new Half: existing new 4 Number of Bedrooms: existing Z/new Total Room Count (not including baths): existing new �! First Floor Room Count Heat Type and Fuel: W<as ❑ Oil ❑ Electric ❑ Other Central Air: Q!Ye(es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ 3 cn/L Attached garage: ❑ existing '21r new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# a Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address ti wr��Q �'y License # 6,-26 7Z�' Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 44VI SIGNATURE DATE � �J�6 �• FOR OFFICIAL USE ONLY /APPLICATION# GATE ISSUED "f r ', -MAP/PARCEL NOS. -ADDRESS VILLAGE OWNER DATE OF.INSPECTION: FRAME 5 1 je,1 6 F, INSULATION:IF�3 l�.11l �►� •��ys�r..Kl'!c ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL _GAS:" z " ROUGH _ - c FINAL ` } FINAL-B.UILDINGr S % Kft'o2 3c:CAI 'TV�_ • 718fLt o bit, r 4 1� DATE CLOSED OUT A } ASSOCIATION PLAN NO. r 5 Town of Barnstable yWP o� Regulatory Services a.►MSSUBLE.�' Tbomas F, Geller, Director i6j9' Building Division Thomas Perry, CBO, Building Commissioner ° 200 Main Street, Hyannis,MA 02601 www.town,barnstable.ma.us Office: 508-862'4038 Fax: 508-790-6230 PLAN JZEVIE'W Owner: M CC, C« r\e-y Map/Parcel: 118 1,� 1 11 � Project Address )09 Se��.�-� I� Builder: rA-"-' Fo ►V\0 7C The following items were noted on reviewing: �L] F ,YKar wn�'3 LY C CCSSkZC;Hr--I Ik Po 0 Nee 1. SF ^p T , u S� dr 4b ? Pk-, 3` .act. Reviewed by: oe 5>Po/e� o /e-oxrr�efv—T rt Q116h0 I Date: .Q:Forms:Plnrv-w r ,per The Corntrtoniveal'th of Massachusetts \ Department oflndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111' wtvw.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plubabers Applicant Tnfo rmation .Please Print Ledb1Y Name (Busaness/Drgani7ation/Individual): ,QA��IJh/;� -5 ;ail�/f/Cej •� • •Address � �1���lG%�j'��/ - • City/State/Zip:,Y�a/at/��� /7� 55 670 Phone.#: S g6 l �7 Are iWu an employer? Check the appropriate box: :Type of o]ect(required):, 4. I am a general contractor and I 1, I am a employer with_ 6. ew construction . employees (full and/or part-time).* • have hired the sub-contractors listed on the'.attacbed sheet 7. ❑Remodeling 2;❑ Jam a'sole proprietor or partner- These sub-contractors have ' ship and have no employees 8. ❑Demolition: crnployeis and have workers' 'working for me in any capacity. t, 9. ❑Budding addition [No workers' comp.rncrrrance Comp,insurance. 10.❑Electrical re airs or additions rrq�c&] 5. We area corporation and its p '3.[] I am a homeowner doing ei'l•work . officers have exercised their 11.❑Plumbing repairs or additions ' myself [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance.required.]t c. 152,'§1(4), and we have no 13.E] Otbar employees. [No workcrs' comp.insurance required.] Any epplicant that checks box#1 must also fill out the section below showin crs g their work 'compen sation po6oy infnrrrralion. f RDn=wners,wbo-subroitihis affdavit Indicating they are doing all work and 6cn hire outsido•c antractors mutt submit anew affidavit indicating such, xContraetors that check thisboz mUtt attached in additianal sheet showing the name of the sub-conh•actors and state wbetber ornot those entities have employees. if the sub-contractors have employes+,theyrrnist provide their workers,comp.poEdy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information Insurance Company Name: policy#or Self-ins.Lic,# Gf✓G '�� �'� Expiration Date: id�' lob Site Addres j/ / e�ty�statePzip: O� ������ �LQ s: � Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure.coverage as required wider Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine vp to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator.•Be advised that a copy of thin statement maybe forwarded to the-Office of Investigations of the JDIA for insurance covers e-verification. I do hereby certify under the pains•and penalties of perjury that the lnformadon provided above Is true and correct. �� Data• Si ature: —. Phone / 7 Official use only. Do not write in this area, to be completed by,clay or town official. City. or'Town: ' Yermit/License# Issuing Authority,(dTcle one): .1.Board of Health 2.Building Department 3, City/Town CIerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: r Affidavit of Substantial Financial Interest I, �/V,�Y ��//✓ of //d'W-f1A'fe , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map fi f , Parcel 1 �-1 bob. The address of the property is /v J ,2e aou it g �l , 2. 1 have 0—% legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is T1531l0 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater-legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted O building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6. Within the-last ten days, 1 have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest: 7. Within this month, I have submitted -0building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received '/building permits for property in which I have a. 1% legal or equitable interest. Signed under the pains and penalties of perjury, this.01& ay of 12016 2001-0050/affin �00HEr, Town of Barnstable Regulatory Services sAx i NUB& Thomas F. Geiler,Director rasa p fo3�b Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstabl e.ma.us' Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 40M) f GIA12--FIvEy , as Owner of the subject property hereby authorize No to act on my behalf, in all matters relative to work authorized by this building permit application for. (Addres of Job) 3oho S�%atureVf Owner. Da J-0-;V/V 7*- Z- Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on'the reverse side. n•cncn,rc-nurucuP�RAd f.CCinN Town of Barnstable �pf SHE Tp�y 0 Regulatory Services Thomas F. Geiler,Director • =,utrtsr"LF_ MAss 94,A 1639. p�+� Building Division TFD '� Tom Perry,Building Commissioner . 200 Main Street; Hyannis,MA 02601 vtiYw.to wn.b a r ns to b l e.m a.us Office: 508-862-4038 Fax: 508=790-6230 HOKEOWNER LICENSE EXEMPT7019 Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone N work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINMON OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to- be, a one or two-family dwelling,attached'or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the'building Permit. (Section 109,1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner'certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licerrsing of construction Supervisors);provided that if the homeowner engages a peson(s)for hire Lodo such work,that such Homeowner shall act as supervisor." Many homeowner who use th re is hxemption a unaware that.they arc'assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often=efts in serious problems,particularly when the bomeovener hires unlicensed persons. In this case.,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensurc,that the homeowner is fully aware of his/her responnbilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by. several towns. You may rare t amend and adopt such a formtccrtification for use in your community. I (1•fnrn.e•l,n..,�...mrt i t1 i September 28, 2010 Jeff Lauzon, Building Inspector Barnstable Building Department 387 Main Street Hyannis, MA 02601 RE: Seapuit Rd., Osterville, MA Dear Mr. Lauzon, I have calculated the square footage of this home as follows: First Floor: 3894 Sq. Ft. Second Floor: 2560 Sq. Ft. Main House 1597 sq. ft Garage loft 971 sq. ft. Based on the 1597 sq. ft. we are calculated the allowable attic to be 1054 sq. ft. Actual attic space created after 5'-0"knee wall 983 sq. ft. of potential future space, Under 66%. The entire house is speced with doors and windows to have impact resistant glass (under the Coastal product guide). According to Andersen this glass performs better than tempered glass. Windows within three feet of door opening are called out as tempered glass as per code. The first floor of e house is 3894 sq. feet of living space, at 1200 sq. ft. per smoke detect a en puts us at 4 smokes. One additional detector was added at the s ar 't o e " Phoenix Architects 9 Foster Street, Wakefield, MA 01880 781-246-0988 psandorse @phoenix arch.com A .y 401 AKEFIELD, MA V glTry OF MPSSP REScheck Software Version 4.3.1 Compliance Certificate Project Title: McCartney Residence Energy Code: 2009 IECC Location: Osterville,Massachusetts Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Seapuit Rd. Osterville,MA Compliance: trade-off Compliance:7.6%Better Than Code - Maximum UA:697 Your UA:644 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT pmvide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing U A or or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 4800 38.0 0.0 144 Wall 1:Wood Frame,16•o.c. 4852 21.0 0.0 244 Window 1:Vinyl Frame:Double Pane with Low-E 270 0.300 81 Door 1:Solid 84 0.300 25 Door 2:Glass 210 0.300 63 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3360 38.0 0.0 87 Compliance Statement. The proposed building design described here is con�int�e/IR he building plans,specifications,and other calculations submitted With the permit application.The proposed building haigned to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements lis ck Inspection Checklist. Na;he-Tide Sign ure Date o A �N m 0 0 84 q Ft LD, J :;1f MP55 Project Title: McCartney Residence Report date: 08/26/10 Data filename:P:\CLIENT 2009\Caggiano-McCartney\Caggiano-McCartney W.D\Mccartney.rck Page 1 of 1 REScheck Software Version 4.3.1 Compliance Certificate Project Title: McCartney Residence Energy Code: 2009 IECC Location: Osterville,Massachusetts Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Seapuit Rd. Osterville,MA Compliance:Passes using UA trade-off Compliance:7.6%Better Than Code Maximum UA:697 Your UA:6" The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 4800 38.0 0.0 144 Wall 1:Wood Frame,16"o.c. 4852 21.0 0.0 244 Window 1:Vinyl Frame:Double Pane with Low-E 270 0.300 81 Door 1:Solid 84 0.300 25 Door 2:Glass 210 0.300 63 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3360 38.0 0.0 87 Compliance Statement. The proposed building design described here is consiste I h the uilding plans,specifications,and other calculations submitted With the permit application.The proposed building has b �esigne to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements liste i he RE Inspection Checklist. q /0 Na e--Title Signatur Date D .s iy lFc� I 44/ �tP Q. 0. I,ELD, Ki o A G N OF MK Project Title: McCartney Residence Report date: 08/26/10 Data filename:P:\CLIENT 2009\Caggiano-McCartney\Caggiano-McCartney W.D\Mccartney.rck Page 1 of 1 REScheck Software Version 4.3.1 Compliance Certificate Project Title: McCartney Residence Energy Code: 2009 IECC Location: Osterville,Massachusetts Construction Type: Single Family Glazing Area Percentage: 10% - Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Seapuit Rd. Osterville,MA Compliance: Compliance:7.6%Better Than Code Maximum UA:697 Your UA:644 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 4800 38.0 0.0 144 Wall 1:Wood Frame,16"o.c. 4852 21.0 0.0 244 Window 1:Vinyl Frame:Double Pane with Low-E 270 0.300 81 Door 1:Solid 84 0.300 25 Door 2:Glass 210 0.300 63 Floor 1:All-Wood JOist/Truss:Over Unconditioned Space 3360 38.0 0.0 87 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted With the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: McCartney Residence Report date: 08/26/10 Data filename:P:\CLIENT 2009\Caggiano-McCartney\Caggiano-McCartney W.D\Mccartney.rck Page 1 of 1 REScheck Software Version 4.3.1 Compliance Certificate Project Title: McCartney Residence Energy Code: 2009 IECC Location: Osterville,Massachusetts Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Seapuit Rd. Osterville,MA Compliance:Passes using UA trade-off Compliance: er Than Code Maximum UA:697 Your UA:644 The h Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 4800 38.0 0.0 144 Wall 1:Wood Frame,16"o.c. 4852 21.0 0.0 244 Window 1:Vinyl Frame:Double Pane with Low-E 270 0.300 81 Door 1:Solid 84 0.300 25 Door 2:Glass 210 0.300 63 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3360 3&0 0.0 87 Compliance Statement. The proposed building design described here is consi n ith th building plans,specifications,and other calculations submitted with the permit application.The proposed building haoe9ddesi to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements li ed i the Sc eck Inspection Checklist. r77— ES Nam -Title Sig ure Date \ SA O TFc m N 01 A IELD, O MA V OF MPSSP Project Title: McCartney Residence Report date:08/26/10 Data filename:NCLIENT 2009\Caggiano-McCartney\Caggiano-McCartney W.D\Mccartney.rck Page 1 of 1 REScheck Software Version 4.3.1 Inspection Checklist CJ( JC.eiilings: ing 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: r(1J Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Com ents indows: Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: oors: YD "*Solid,U-factor:0.300 ments: r 2:Glass,U-factor:0.300 ZFII.., entss: .All Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. /rioints Leakage: (including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are urces of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between CV�endow/door jambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk etween the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer,is installed to maintain insulation application. YrBL ood-buming fireplaces have gasketed doors and outdoor combustion air. A1/j( ealing and Insulation: :ilding envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. Project Title: McCartney Residence Report date:08/27/10 Data filename:PACLIENT 2009\Caggiano-McCartney\Caggiano-McCartney W.D\Mccartney.rck Page 2 of 4 • (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. unrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope Na/requirements. por Retarder: Vapor retarder is installed on the warn-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Eaterials Identification and Installation: -'Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. guct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. ct Construction and Testing: Building framing cavities are not used as supply ducts. ( All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 536.0 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 804.0 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 402.0 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 268.0 cfm(4 cfm per 100 ft2 of conditioned floor area). .'emperature Controls: At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. eating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. F�eating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Project Title: McCartney Residence Report date:08/27/10 Data filename:P:\CLIENT 2009\Caggiano-McCartney\Caggiano-McCartney W.D\Mccartney.rck Page 3 of 4 (� Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Cy-/ Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. L' hting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: )/A Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). C rt ficate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) E N� l a m 01 co EFIELD, MA 1 J q(TN OF MPSgP Project Title: McCartney Residence Report date: 08/27/10 Data filename:P:\CLIENT 2009\Caggiano-McCartney\Caggiano-McCartney W.D\Mccartney.rck Page 4 of 4 �• Massachusetts- Department of Public Safety Board of Buildim- Re�-ulations and Standards • - ' - t•'- •• - Construction Supervisor License - ' License: CS 18514 Restricted to: 00 ANTHONY J FOLINO JR ' 139 BRENTWOOD LN YARMOUTHPORT, MA 02675 Expiration: 6/29/2012 l C,nnmissiuner Tr#: 26453 BOSTON CONCRETE FORMS, INC. COMPLETE CONCRETE WORK. 24 Nantucket St., Hyannis, MA 02601 Tel. 508-771-4072 Fax 508-771-2230 C" 15 'to 1° h-e W 5 r C'O Gv 6'1", C (' Fo%L rvr S c b !7 I P a 4C �< ? ✓1 S C" O I't- Y-1-4 z .1 ��.� ( � d).�12 o C O �c tt c�, p. 1. 2010''12: 19PW" "—`LoveIette Insurance Agency"-1V 11VUl11dJ1 ! No, 221Te P. 1 Ac) CERTIFICATE OF LIABILITY INSURANCE DATE(MMIODNYYY) ._� ,- 91112010 PRODUCER MARSHALL K LOVELETTE INS AGENCY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 396 MAIN STREET ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE WEST YARMOUTH, MA 02673 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, 508 7754559 508 7754577 INSURERS AFFORDING COVERAGE NAIC# INSURED BOSTON CONCRETE FORMS INC INSURER A: 24 NANTUCKET ST INSURER B: HYANNIS MA 02601 INSURE RC: INSURER D: INSURER E; COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRI13ED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR DD*L POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE fMMIDDIXXYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY TO RENTED P I nc Es oeeurree $ CLAIMS MADE OCCUR MED EXP An one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN1 AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGO $ POLICY PRO- LOC AUTOMOBILE LIADILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea acridanl) ALL OWNED ALTOS BODILY INJURY $ SCHEDULED AUTOS (Par Der$0n) HIRED AUTOS BODILY INJURY $ NON•OWNED AUTOS (Par acrjdent) PROPERTY DAMAGE $ (per ectideol) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY; AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE RETENTION $ $ A WORKERS COMPENSATION WC2-31S-372335-010 3/19/2010 3/19/2011 ,/ wesTATU- OTH• AND EMPLOYERS'LIABILITY Y/N T Y I ANY PROPRIETORIPARTNERIEXECUTIVE I�--�—�I OFPICERIMEMBER EXCLUDED? LN E.L.EACH ACCIDENT $ 100000 (Mandatary In NH)u E.L.DISEASE-EA EMPLOYE $ QQ yes,aescrine�naer SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Workers COmpenSelion Insurance;Part One of the policy applies only to the Workers Compensation Law of the State of MA. RE- 109 SEAPUIT ROAD, OSTERVILLE,MA 02655 CERTIFICATE HOLDS CANCELLATION SHOULDANYOFTHE ABOVE DESCRIBED POLICIES HE CANCELLED BEFORE THE EXPIRATION TOWN OF BARNSTABLE DATE THEREOF,THE ISSUING INSURER W1LL ENDEAVOR TO MAIL 10 DAYS WRITTEN 367 SOUTH STREET NOTICE To THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUTFAILURE To 00 SO SHALL HYANNIS MA 02601. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KING UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. EAUTHORIZED REPRESENTATIVE ,) ridge ,�`t'• /`;' (_,�(l�wuC• C� ACORD 25(2009101) p 1988-2009 ACORD CORPORATION. All rights reserved. C£ILT VO.: BL6546e C1iatrT CODZ: 13091J9 Anna ChanQLOY 9/L/20t0 5c42:50 AM Page L of 1 �4;15083625065 09:51:39 a.m. 08-30-2010 112 Doc. No. 1,140,734 Ctf. No. 191487 TRANSFER CERTIFICATE OF TITLE From Certificate No. 169789, Originally Registered July 11,2003 in the Registry District of Barnstable County. THIS IS TO CERTIFY that JOHN MCCARTNEY, CHRISTINE MCCARTNEY, husband and wife, as tenants by the entirety, of 9802 Ascot Drive, Omaha, Nebraska 68114, the owner(s) in fee simple, of that land situated in BARNSTABLE in the county of Barnstable and the Commonwealth of Massachusetts, described as follows: LOT 16 PLAN 15055-K And it is further certified that said land is under the operation and provisions of Chapter 185 of the General Laws, and that the title of said owner(s) to said land is registered under said Chapter, subject, however, to any of the encumbrances mentioned in Section forty-six of said Chapter, which may be subsisting WITNESS KARYN F. SCHEIER, Chief Justice of the Land Court at Barnstable, in said County of Barnstable, the twenty-sixth day of May in the year two thousand and ten at 9 o'clock and 26 minutes Attest, with the Seal of said Court, JOHN F. MEADE, Assistant Recorder. Land Court Case No. 15055 - 5724 0 W IQ CD Ln MFMDRAN'DA OF FNCHMRRANUS ON THE I AND DESCRIED TN THTS EFRTTFICATF Ctf: 191487 1 , 140 734 DATE OF INSTRUMENT DOCUMENT DATE AND TIME NUMBER KIND RUNNING IN FAVOR OF TERMS OF REGISTRATION DISCHARGE SIGNATURE 157,135 N RS AGREEMENTS & RESERVATIONS 02-03-1972 2 03-07-1972 12:30 313,891 N ES RTS 06-29-1983 2 06-30-1983 11 : 13 990,083 ES JACQUELYN R JEAN (AS TR) 16 15055-K 08-27-2004 1 $1 .00 12-30-2004 3:02 �•,� 1 ,069,289 M SOVEREIGN BANK 16 15055-K 07-20-2007 1 ,142,240 1 1 $303,000.00 07-20-2007 1 :37 �1•. w- 1 . 140,734 ES JOHN MCCARTNEY (&0) 16 15055-K 05-25-2010 2 $1 .00 05-26-2010 9:26 1 , 142,240 D 1 ,069,289 001 06-09-2010 1 06-16-2010 3:32 �.. arnstable County Registry of Deeds True Copy, Attest 0 John F. Meade, Register cO T is Certificate is attested as to ncu brances with ^' 0 E icurnbrances listed on this certificate after that date hi ive not been fully verifir d and ara not covergd Hider 3 p evisiena Pf MUL Uh: 185 Sec.46. 0 w w 0 N O O N N 0 0 ° 6 tl 6 ° 6 �DD Copy ° 6 � ° o e ° Effective Date:August 30th, 2010 n 0 G 6 Western Surety Company G ° LICENSE AND PERMIT BOND o G tl KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 24809386 n 6 tl G ° 6 o That we,Anthony Folino ° 6 G n of the Town of Yarmouth Port , State of Massachusetts ,as Principal, o 6 and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the City of Barnstable , State of Massachusetts , as Obligee,in the penal sum of Three Hundred Eighty Five and 00/100 DOLLARS($385.00 ), lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Road Bond by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until August 30th , 2011 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration oft n ,days from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh ` �lieved from any liability for any acts or omissions of the Principal subsequent to said de number of years this bond shall continue in force, the number of claims made aRB CORPOR TF the number of premiums which shall be payable or paid, the Surety's total limit of 1� o ulative from year to year or period to period, and in no event shall the Surety's total li SEA a`exceed the amount set forth above. Any revision of the bond amount shall not be 0 ♦ , • P,� ° cum G Dated mills ls� +30th y of August 2010 tl p� e G tl tl 6 0 6 + 0 Principal ; 0 0 6 tl 6 tl °s Principal ; WESTE SURET COMPANY e c By G Paul T.Bruflat,S&or Vice President tl Form 532-1-2010 c ° 6 ° 0 tl Copy ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 30th day of August 2010 before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained,by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }44444444444bb44444444444} S. EICH f p L NOTARY PUBLIC SEAL r i SOUTH DAKOTAi Notary Public—South Dakota }4444444444444b444444444} My Commission Expires February 12, 2015 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF ss On this day of before me personally appeared who acknowledged himselftherself to be the Of ,a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public C C� E ~ cd U o w Z A a 04 i 0 o 10 U) co i W Z y 0.4 a o a 0 U) w ¢ b Copy Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Road Bond Town of Town of Barnstable bond with bond number 24809386 for Anthony Folino as Principal in the penalty amount not to exceed: $ 385.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary,any Assistant Secretary,Treasurer, or any Vice President,or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attomeys-in-Fad or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 30th day of August 2010 ATTEST W E S TED U R E TA COMPANY �1 • By L.Nelson,Assistant Secretary Paul T.Brufl ,Senior Vice President t�ttt4llftgf��� ,�,,�•�tsyaErr'�� STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA On this 30th dayof Aucrust 2010 fill before before me,a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who,being by me duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. tbbbbbbbbbybbbbbbbbbbbbbb+ D. KRELL g 8 SE t. NOTARY PUBLIC EAS s S(RSOUTH DAKOTA�B taebbbbbbbbbbbbbbbbbbbbbb+ My Commission Expires November 30,2012 Notary Public Form F1975-9-2006 u { fl Unyl - Greenwich till il II�IW IIIIIII� � �� '7" �. Illl II I I I 1 ` y *5 � A. Craftsmanship extraordinaire!The creative radius designs of the deck, p stairway and pool are carefully defined with - - - -- - precise curved sections o, F framing the perimeters.The - helical stairway railing _I �— eminates the perfection of 1. this crowning achievement. �- B. In the quiet of the day,one can hear the ripples of the 3N i d l: ocean as they break on the ! dock.The fine details of our Greenwich fencing add the comfort of security. ' PERFECTION FENCE •' 3.,.` 1- � a •('� .I � rA� Lam` l v � 1t?'`•� ( '->° 8�aa , 1 y. ° ``ilykrir!,�*c,Xf s r ell ok -�, ,� ��.! J%/�'1 l� '�i t� ir� � � ^3 y,'ia$���;aiSC�i.�, ,* �� • i i v'CTaf Y� } t ,- R x x yy r ri ,.Y� - . �iAf�Y f♦ •ti+ `i .- r r •` ti �"1 • polio t 4/ ,ur � �I ''I11111W11 MRS _ _ •- / pia;i.,:.i�• _ - • a1 y, 70 1 1 • 1 1 DY,M. Fence and Home Improvement 5 Wicks Circle Wilmington,MA 01887 Cell (508)423-3769 Fax(978) 658-6739 DEER FENCE SPECS This top quality high tensile deer and wildlife fence is ideal for the confinement of large,animals,such as deer and elk. Deer and wildlife fence is woven from 12-1/2 gauge high tensile heavily Class 3 galvanized wire (1690-6-14 style has 14 gauge wires)-your assurance of a long lasting fence. Minimum tensile strength of this deer and wildlife fence is 1.40,000 psi. Strongfixed knot construction -one-piece vertical wires are tigrhtl. fas-tened to horizontal wires by a third i.lire.vhich Nvraps around the intersection. Vertical wires cannot unwind under pressure. Altho-agli the. joint is firmly held,there is enough inherent flexibility in the design to allow the deer and wildlife fence to conform to uneven.terrain. Tension curves in the horizontal wires allow for QziM. lion.and cA 3:t actiort. TTc�ri st�re'v 2 ontn:ngs oftb;—,Leer n!?d nldl;fe fence are graduated from small at the bottom to t ul t a. DOIR-MO Fence and Home Improvement 5 Wicks:Circle Wilmington,MA 01887 Cell (508)423-3769 Fax(978)658-6739 DEER FENCE SPECS This top quality high tensile deer and wildlife fence is ideal for the confinement of large animals,such as,deer,and elk.Deer and wildlife fence is woven from 12-1/2 gauge high tensile heavily Class 3 galvanized wire (1690-6-14 style has 14 gauge wires)-your assurance of a long lasting fence. Minimum tensile,strength of this deer and wildlife fence is 140,000 psi. Strong fixed knot construction-one-piece vertical wires are tightly fastened to horizontal wires by a third wire which wraps around the intersection,Vertical wires cannot unwind under pressure. Although the joint is firmly held,there is enough inherent flexibility in the design to allow the deer and wildlife fence to conform to uneven terrain. Tension curves in the horizontal:wires allow for expansion and contraction. Zit:ireles of this deer {-d vild l ife r`'*cu��graduated from small at the bottom to r-_ -:::o__- --- - - ac a a LID,Lti-p- '7ZTl'7'VnT Ell 17 L uvii['..viit.cai vdii�.j $Nuv%u. Vv-+ w-r ; Z-t,!A r ;.J��V ,.J U I M1 I e 0 • o- Y - o o O o -.. b ,��"�""'`�. _ '� � v -- -- � �'ram.•-^tea` NZZ r ` X DJ-2-9ffjw 90IR aid aw 9 MQ&&P9 'SPI' sifle ULO l Rugged-Mesh Safety Cover All covers are CUSTOM DESIGNED and are optimally constructed to withstand the added stress placed on the heavier mesh covers. The use of the MEYCODEX(M design system ensures a proper fit r and unique protection. /�1 � � r L,..' �' N • Uses a newly developed mesh material built to offer a unique combination of UV protection, filtering, superior strength, light . _ weight and ultimate pool protection. • Rugged-Mesh weighs almost 50% less than the typical solid safety cover. Mesh material's special weave allows water to drain while �- collecting finer debris keeping the pool water even cleaner. • Rated at over 99% shade using a standard light box test, the amount of sunlight entering the pool is significantly reduced or sap. -- '� eliminated, which in turn reduces algae growth. • Designed for tougher, rugged areas, the Rugged-Mesh has increased . UL Classified ® 4�psOO abrasion resistance and tear strength and can be used in areas of �L rougher or sharp coping, raised areas or windier areas. • MADE IN THE USA 1 4 �f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 oil 1 1 1 1 Almost 1 1 1 .1 standard light 1 1 test.Less 1 1 1 1 1 1 1 1 1 1 1 sunlight1 +1Incrediblefilteringability blocking out particles 1 �V 1 0-Heavy.Duty.Mesh material has Available from: higher1 1 . Great for' / 1areasor roughcoping. Increased tear and break1 for ultimatedurability / 1 1conditions. 5N The Commonwealth of Massachusetts I Department of Industrial Accidents xili. 1 Office of Investigations 600 Washington Street g I Boston, MA 02111 g .mass.www ov/dia ti Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print L-egibly Name(Business/Organization/Individual): A)w 8M&t_ iV Q Gt� i4/71�1 �� SIG�tI � • Address; rT GJ6151 1) �S City/State/Zip: 4 iVwhiihb A 4 p/` 0Phone #: —7$ ! 3 3 `/ Ob Uo Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ;9 I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.X I am a sole proprietor or partner- listed on the attached sheet. t ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance S. ❑ We are a corporation and its required.] officers have exercised Their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 LE] Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4), and.we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box 4 1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I'am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification; I.do hereby certify!uUtr the pains an enalties of perjury that the information provided above is true and correct. Signature: Date: Zoo I Phone# '79 771 $ 7� Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority (circle one): 1. Board of Health 2, Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an in partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver.or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling Douse having,not more than'three apartments-and who,resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be,deemed to-be an employer." MGL chapter 152, §25C(6)•also sta'tes,that"every state or:local licensing ageocy:shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for.future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, .please do not hesitate to`give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts" Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, ILIA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax # 617-727-7749 ' www.mass.gov/dza Town of Barnstable Building Department - 200 Main Street BAMSTABLE, *MASS Hyannis, MA 02601 y 16 9. . (508) 862-4038 rFD MA't A Certificate of Occupancy Temporary Application 201004483 CO Number: 20110141 Parcel ID: 118121002 CO Issue Date: 09109/11 Location: 109 SEAPUIT ROAD Zoning Classification: SPLIT ZONING Owner: GREGORY, DAVID T & LORRAINE TRS Proposed Use: POTENTIALLY DEVELOPABLE LAND PO BOX 1063 OSTERVILLE, MA 02655 Village: OSTERVILLE Gen Contractor: ANTHONY, FOLINO J JR Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: 10/10/11 Building Department Signature Date Signed Expiration Date ABLE �i .. ..Ypncafion Ref: 201004483 STAB Issue Date: 10/07/10 Permit y MASS.-., � - �p i6g9: ♦ Applicant: ANTHONY,FOLINO J JR Permit Number: B 20102124 Proposed Use: DEVELOPABLE LAND Expiration Date: 04/06/11 Location'1. SEAPUFT ROAD Zoning District SPLTPermit Type: NEW SINGLE FAMILY HOME Map Parcel 118121002 Permit Fee$ 3,366.00 Contractor ANTHONY,FOLINO J JR Village OSTERVILLE App Fee$ 100.00 License Num 18514 Est Construction Cost$ 660,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A NEW HOME-4 BED,4 FULL AND 2 1/2 BATHS THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 3 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GREGORY, DAVID T 8r LORRAINE TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 1063 INSPECTION HAS BEEN MADE. OSTERVILLE,MA 02655 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR A Y PART THADtEWTEa TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT"SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES.AS"WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF P.UBLJC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL.INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS N i. �/ �s g 1 ! 2- 2 � f �`' '/ I 2� V L tip 6k Foy TEMc� co 30pAt G� 3 Y''V3"aCnt CoeQECTyoN3 1 Heqgng Inspection provals Engineering Dept 72 Fir De t 2 ar Bod f Hea t ���- ���ah 3-2 Do pa Ma 5 Wicks Circle Wilmington, MA 01887 Fence and Home Improvement Off ice(978)658-6739 Mobile(508)423-3769 sQLD TO: JOB SITE: DATE: ,/cw\ Ctnc,'r,- o /09 ' O-ez - V'A • �l�r,�( �7 TEL. NO U:�, 161� 37/ / Quantity Description Amount f t f Ic ,^ t IAm A CQV II I Payment Terms ��°/6 1�c�.�.� �,�,�k� r? c..,c c T.4a U Z Urn 6� TOTAL 0 Workmanship Guaranteed If Compressor is needed for digging holes,additional charge per day. if-wood-pu'sods-ceme"I-5.eO-eachzpost.;9L1_ V,,1 ,,I Posts cr, "4-ftj Note:All customers required to call Dig Safe 1-888-DIGSAFE before any work can be performed. 1 1 i I � MI IN i II I I I I I 1 I I I J 41 1 1 1 1 I I I I I i i i l i I I I I f I I I I I I ( ► H AN 1 ' 1 I I I I I I I I I � 14I I I I I I I 1 I i + DLI i Acceptance of Contract L i �. re or License registration valid for individuI use only Office of Consumer Affairs&Business Regulafion !: g HOME IMPROVEMENT CONTRACTOR =4::i before the expiration date. If found return to: Type: Office of Consumer Affairs and Business Regulation Registration:i 1.30754 YP r , 9 (° 10 Park Plaza-Suite 5170 VNEENG Expiration: 4/13/2012 Private CorporatidiBoston,MA 02116 LAND WA=TERS:CflPES`DESIGN,INC GREGORY HUMMER=lky' 9-TOWNSEND RD LYNNFIELD,MA 0194Q�,.' ✓'' Undersecretary Not valid with ut signature i a E N New England Waterscapes. Design,. Inc. 9� y 9 Townsend Road, Lynnfield, MA 01940 F9sc v� Telephone 781-334-0026 APES SWIMMING POOL CONSTRUCTION AGREEMENT The terms on the reverse side are art of this agreement _ P _ BUYER(S): Names. . ..... �-. ......... G1 � ®�i h y'�ion i Lily C� <�ti i!S Z Site of Swimming Pool to Be Built.....!...........: 'I)/...4.................................................................... MailAddress........................................................................................................................................ © ? 1 Residence Phone......................................................Office Phone..�.�..�.�.........�.�...........�..... New England Waterscapes Design, Inc. (hereafter"Waterscapes") agrees with the buyer or buyers above named (hereafter the"Buyer") to construct a swimming pool and/or spa in a good and workmanlike manner in accordance with the following terms and specifications. DIMENSIONAL SPECIFICATION Width................................................... Length......... .........(c,'�......................... Water Surface area.........(Ea. .............................. Perimeter............5..OJ......................... Depth...............-3.......................to..........tc{..........................:Shape........................................ AUTOMATIC EQUIPMENT SITE PREPARATION 36. Automati. ool Cleaner: Yes (/k ); No ( ) _ 1 1. Layout pool on site before excavation for approval by Buyer.................. Included Make.....j aij W7..C,...................Model.....`!i 4....7 �.......... 2. Set pool elevation on site before excavation for approval by Buyer........ Included 37. Stub plumbing for future cleaner: Yes ( ); No ( )......................... 3. Trees in access, working area and pool site to be cut down by Buyer 38. Automatic Chemical Feeder:......................... . .................................... Included so that stump does not exceed four feet in height................................. By Buyer 4. Uprooting of stumps and shrubs in access, working area and pool site POOL HEATER AND UTILITIES to be: By Waterscapes( ); By Buyer( ) 39. Deluxe Pool Heater/Boiler: Yes ); No 5. Removal of walls, fences, and other above-ground obstructions in ac- Size.... 0.... Make: . .!�;l.�i^A Z3 Indr/ utdr. ...................... cess, working area and pool site...:....................................................... By Buyer Propane, ( ), Oil ( ), Nat ( ) 6. Remove from pool site on day of excavation only: 40. Heater venting and fuel connecti ns...................................................... By Buyer Stumps Yes ❑ No IK Cut trunks & limbs Yes ❑ No: 41. Automatic Time Clock............................................................................ Included Asphalt Yes ❑ No.9 Shrubs Yes ❑ Now 42. Ropes and Floats.................................................................................. 4FAhow Concrete Yes ❑ No';@ Other Debris Yes ❑ No 9K 43. Install underwater light(s),_each with 8' of conduit: Number of truckloads allowed for removal of above material .....�AAS... Yes Qa );,No ( )20watts (2)LLj v (any additional loads required to be provided by owner) 44. Electrical bonding/grounding of pool as required by city or town or 7. Removal or relocation of cesspools, septic tanks, leaching fields, state code............................................................................................. By Buyer sewers, pipes and utilities (overhead/underground)................................ By Buyer 45. Electrical wiring and connections........................................................... By Buyer 8. Routine excavation of pool and removal of excavated material. See Terms and Specifications #5 on the back of this contract...................... Included SPAS 9. Hand form and shape pool.................................................................... Included 46. Hydro Therapy Spa Yes ( K ); No ( ) 5' X i Attached ( X ); Separate ( ), Light Yes(, ), No( ) GENERAL CONSTRUCTION SPECIFICATIONS 10. Steel reinforcing to be used in pool structure......................................... Included SALES TAXES AND INSURANCE 11. Reinforcing to be both horizontal.and vertical in pool structure............... Included 47. Payment of all sales taxes on pool components and accessories pro- 12. Steel reinforcing to meet or exceed all city, town, county and state vided hereunder.................................................................................... included- codes..................................................................................................... Included 48. Comprehensive motor vehicle insurance on all motor vehicles; worker's 13. Quality controlled gunite structure (Buyer to water cure gunite daily for compensation insurance on all workers; public liability and negligent 7 days and fill pool promptly after plastering)........................................ Included property damage insurance................................................................... Included 14. Install continuous bond beam around slfi er......... ............................ Included 15. One set of shallow end steps.......... -!. ........................... Included .GUARANTEE The Coininonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 021.11 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Blectricians/Pluinbers Auplicant Information / Please Print Legibly Name(Business/Orgedization/Individual): Ni-iJ %ZAJ6L%+A)b Gy�'T�1L � j fL�Jllolti TINC Address:_ ' City/State/Zip: h"C� /"A Ol��yU Phone#: / 3�/ C�O � Are you an employers Check the appropriate box: Typo of project(required):.. 1.❑ I am a employer with 4. I am a general contractor and I 6. ❑New construction employees(full and/or part time).* have hired the sub-contractors 2.X I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees 'These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp,insurance comp.insurance.# 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions required.] of have exercised their I I.❑Plumbing airs or additions 3. I am a homeowner doing all work - g myself.[No workers'comp. right of exemption per MOL . 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no 13.❑Other '5tilan�i>7 i AJ& employees. [No workers' ®� comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they nre doing all work and then hire outside eantmctors must submit a new•affidevit indicating such. tContractots that check this box must attached on additional sheet showing fire name of the sub.aonhaators and stela whether or not those entiffes have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam an employer dwt*is providing workers'cotrrpensatlors insurance for my employees. Below is the policy and job site information. - Insurance Company Name. Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: CiN/State/Zip: . .. . . .... . ... . ... Attach-a-copy-of-tfie-wor ker-s'-compensation-polieydeelaration-page-(showing the pnlicy-numberand-expiration-date).- Failure to secure coverage as required under Section 25A of MOL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert� er the pat penalties ofperjury that the information provided above is true and correct. Si ature• A Phone 771 7� f cra rise only. Do not write In-this area,to be co4leted by city or town official City or Town: Permit/License# _ Issuing Authority(circle one): 1.Board of Health 2:Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: HYDRAULIC AND FILTERING SPECIFICATIONS """'y ""a"'' 'ca rvv t/N 20. Approved d luxe filter Make....................... .... Size............................ Color............................ Model......'. 1 ?-. ..... •,i�,,,,Size.......... .. ..•. .•..,,•.,,, Included 52. 3 tread stainless steel ladder: Yes( ); No (;< ) r y 21. Pump and motor: T 53. Pool slide: Yes( ); No (' )YPe..... 1�:j.��)...Size.......y...j+j, Included Curve Left 23, Hair and lint strainer......................ing .......................................,.............. Included 54. Slide, diving board j gseg b rail jigs and ladder jigs to be installed by ( ) Color............................................. G 23. Pressure Test all pool piping........................ . 24. Hook up all water lines from filter---**--'--and from pool............................... Included to contractor or buyer 25. Non-corrosive plumbing throughout....................................................... Included 26. Hydrostatic Valve............................................... OTHER ••i ..................• Included 55. Raised Bond Beam: Yes ( ); No27. ( x ) Provide return inlets for filtered water tor�- ol....16 ... .4.1Z...•••._.. Included 2a Main drain suction line with rate...... 6"...........................ft.1 12 ...........................ft., 18............................. rU� 9 fYa,J.s�................................ Included 29. Automatic recessed deluxe skimmer... . .u✓. .•.,... 56. Initial start-up chemicals 25 lbs. D.E. and 48 oz. Pool Shock................. Included 30. Leaf strainer basket in skimmer................... ""'••"""' Included 57.& Provide initial start-up & instruction........................................................ Included .......................................... Included 58. Rock Pack .............. 31. Vacuum fitting outlet in skimmer................................................. ."""'•• Included ADDITIONAL SPECIFICATIONS............................................................. Not Included 32. Free floating action skimmer weir........................... . ....................... Included 33, Up to 20' of plumbing between filter and skimmer................................. Included 3a. L.. ,. ........,r'1 -.... ....�.tw.r:-35. � ;? ::::, ............................................. Backwash line............................................ .. Included ;crr..lc......� XZt. ....t....... ��.. .�!r.6-%�ll�L,f:�—.... ta?�.... PAYMENT The Buyer agrees to pay Waterscapes the following Contract Amount for Waterscapes performance of its obligations under this Agreement: CONTRACT AMOUNT $ /tic/ Q 0 f 0% DOWN PAYMENT BALANCE $ PAYMENT SCHEDULE A f4 40% Date scheduled for Excavation. $ 55% Date scheduled for Gunite Installation. $ 5% Date scheduled for application of Plaster finish prior to commencement of work. $ IE BUYER UNDERSTANDS THAT BY SIGNING THIS AGREEMENT, HE OR SHE ENTERS INTO A CONTRACT WITH WATERSCAPES CREATING LEGALLY ENFORCABLE RIGHTS AND DUTIES )R BOTH WATERSCAPES AND THE BUYER CONCERNING WATERSCAPE'S CONSTRUCTION OF A SWIMMING POOL.,MEETING THE SPECIFICATIONS CONTAINED IN THIS AGREEMENT.ANY 1ANGES IN ANY OF THE TERMS OR SPECIFICATIONS OF THE AGREEMENT MUST BE MADE IN WRITING SIGNED BY WATERSCAPE AND THE BUYER,AND NO VERBAL CHANGES IN IESE TERMS AND SPECIFICATIONS ARE PERMITTED. PART OF ITS OBLIGATIONS UNDER THIS AGREEMENT, WATERSCAPES IS PROVIDING THE BUYER WRITTEN GUARANTEES REGARDING THE SWIMMING POOL WHICH IT WILL )NSTRUCT PURSUANT TO THIS AGREEMENT.THESE GUARANTEES ARE CONTAINED IN A SEPARATE DOCUMENT WHICH IS PROVIDED TO THE BUYER WITH THIS AGREEMENT. I BUYE H HT TO CANCEL THIS AGRE ERtT'QT ANY TIME BEFORE MIDNIGHT OF THE THIRD BUSINESS.DAY AFTER THE DATE ON WHICH EITHER THE BUYER OR >TER ES ED ORM BY RITTEN NOTICE OF CANCELLATION TO WATERSCAPES. BUYER NEW ENGLAI�ID WATERS5,�PES DESIGN, INC. BY: BUYER .- - DATE. / f DATE. f/ / i APR-15-2011 FRI 11:59 AM LAKESIDE INS, AGENCY FAX NO. 6034326076 P. 01/01 ACORD ' CERTIFICATE OF LIABILITY INSURANCE DER TDATE(NMIDD1YYYY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOI; IM goli CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFOROF-p BY THE I70LICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING 1NSURE•rR(Sh AU*ORfZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIV ID,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not co, or rights to the certificate holder In lieu of such endorsement(s), PRODUCER co i Lakeside Insurance Agency, Inc, P1� 603.432.3666 Three Wall Street (q/0.Na.EaI r 6 3.432.6079 Windham al - , DIH 03087 Duc �----- cusrD INSURER INsuRER s AFFORoING COVERAGE NAIL k Massachusetts Solar, Inc. dba INSURERA: Excelsior in;. Co. 11045 Kadison pool plastering INSURCRa:_ Peter1eee Irleurance 24198_ 1620 Sudbury ttoad, Suites 2 INSURER0., —T — INSURER D: Concord, MA 01742 _ �NSYRER E� INSURER F I. COVERAGES CERTIFICATE NUMBER:Kadison 2010 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVI;BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONpITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO RICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL TH�TERMS. NN EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN R:PUCED BY PAID CLAIMS, TV—TB—RR TYPE OF INSURANCE UBR POLICY NUMBER DYE D EXP �YRS GENERALUABILnY caeaS3iea 10/01/2010 10/0112011 EACH OCCURRENCE s 1,000,()1 A COMMERCIAL GENERAL LIABILITY DAM TO Fi CLAIMS-MADE L:'_J OCCUR f31:6118ESf6BSSm " S ! 100,01 p� MED EXP(Any one parson) _S 5,0( PERSONAL&APV INJURY 8 1,000,0( GENERAL AGGREGATE $ is 2,000 r OE GEN'L AGGREGATE LIQ(MIT APPLIES PER; PRODUCTS-COMPIOP AGO S I 2,000,OC rAVA JE LOC E SAeq ITY BABB3943 10/01/2010 1010112011 COMBINED SINGLE LIMIT (04amltlen) 6 I' 1,000,0 D AUTOS BODILY INJURY(par person) 9 �? EO AUTOS BODILY INJURY(Per eaeidarnl 9 TOS PROPERTY DAMAGE IPer owldenq S i ED AUTOS uwlaREuauga X OCCUR CUB53414 10/0112010 10/0112011 EACH OCCURR $ 1, 8 EXCESB LAB CL ENCE AIMS.MADE 000,00 ORDUCTIBLE AGGREGATE I,000,00 X RETENTION 3 :10,000 S7 WMERAND EMPLOYERS'LIACOMPNNSABLITY YIN WCa534837 10/01/2010 10/01/2011 �C W STATU o r� E i oaNFlY PRROPRIETOR/PARTNER/EXr.CUTAfE T0&1c lm!II• E FFICER/MEMBEREXCLUn a NIA u yet kl.ECHACCIDENTIMntlnmry In N !:am SOD,O^Qi tleekido Unger E.L.DISEASE-EA S 500,00 D-R IPTIO OF OPE below E.L.DISEASE-POLICY LIME( it 500,00 DESCRIPTION OF OPERATIONS 1 LOCATIONS!VEIgp ES((qpacry ACORD tB J,Addlllonal RorreA,e Schedrda,If rpele apace fe(a red) 'ovaring work performed by the Named Insured during the policy pariod. I' I. CERTIFICATE HOLDER CANCELLATION VAX: 781,334.4068 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCE LED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DE14VERIED IN ACCORDANCE WITH THE POLICY PROVISIONS, New England Waterscape Design Attn: Greg Hummer AUT(iORG=REPRESENTATIVE 9 Townsend Road d 1.,.. Lynnfield, MA 01840 Edtarin Duvall/i,YN14 h 4CORD 25 2009109) 1888-2009 ACOR?CORPORATION, All rig reserved, ( The ACORD name and logo are re0(stered marks of ACORD i I From:klinter Harbor Insurance Group 7819377778 04/15/2011 15:17 #243 P.002/002 C CERTIFICATE OF LIABILITY INSURANCE OP10,7A raGlwecA CAR08.2 Oi 1S11 HIS TIFICATE IS WEIVED AS A MA ER OF INPORMATI N ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE axieea iaansanee HOLOSR•THIS CERTIFICATE DOES NOT AMEND,@XTONp OR 122 Quincy share drive ALT9R THE COVERAGE AFFORDED BY-THE POLICIES BELOW, Qainoy MA 0$171.2906 INSURERS AFFORDING COVERAGE 'NAfC Q WOOD Ohio CaGua2Ey 09 —— I wpagt 6 I ......,..-,..-- Car"o Ccrperaticn MtIa10Aa 320 Charger seroot .,- Retrerfi COVEPAGPS mtrducondreiouaAvgtiefoUWwn4n ,kUAW9t0ftKWUI10MAYf8AAQ4tenv¢AtMl y WftWate AMtotr t,nTJgpq Ar rnamw,gTN,r+tnv dAL9xtMT,DY n�prddlm,Acrnv diM/M CdCUIt!AT ixrx,meAAdrrYM•Cli UM tArMA79MAY N Item an YAW MUkk T"MM4.C1 A"aOmer TIIt pd,IDtGditCMeiC,Ifn6M IRAtt iM Te ALL TM Tall/P4kVS*/AW GDW niO W d•Mlen LTA Ae nfIM1UA�! rotuYxe111A ;Adwfe,tedTAa ;foueteam mT'�T"••,•"• Ii/D//Y1• Wptc �09"6k'A WWII ,•Ac„deloevEvfa 11,p00,000 A rY so^wno►ausw.ny•n '59990)3' f 131a7/10 �o'W � "'�"�•"" _. 11/37/11 nory�,[rrar..a ,i 100,000 CLASC MAWLxQmw � ; �eCeA• -i 10,000 •----•^ — � I. ��MerwAAovnwm '^��� I ' ! 0e11eRKICOAtpa1R —! 0001 000 I dCxt•d01[d►TlInDT VR,CCPCN I �•• '— —�� ra,v, r�o- I ;woowTA•caino..00 �� a 000,000� ac .� I ;AotaTldane loam , '', eeuul,to�uurf ' a 'M DA054318323 11/27/20 1 11/27/11 �"°ia^t !1 1T000,000 rt All CAhIhAUt06 � t I I ACf%'kq Av , ��lClwf,AAbAUIOe% I j !•-�w•,orl 'a k*WAYTGN --- r- 1 I PMtT MNCr i^X A04OYei0 wtp� � !h,sa1W1 'i dARAdttu,ft,}T 1 woalir.wnwm—�rir 1 OrItJ,1M1W BAGG � Auinaryr Ace 1 slew/,YA111L1AYAMU}T rAulxevRe�ee A L—J o" •vwA+utcwvrtn/At,a, ' we Atu Imi AAoavrwra,rwa,m T,M `Y:a.�rv,m_ Re A wr•h1u9+soRte.mipt YrNy 59E18313 11/9T/10 21/27/11 I•.Mc-AOnoty' �i 500.000 tYflefAA(iN,I,P C4O,,IeipT `e�iGr.LlS-%A!! nvSf,--yN 00 000 6.OdiaAt•AacraAm . 800 000 �omen I i O"irfl►TAfA op Wt141T,drdru�Atrvvs�rrAMucrn4uonrc■rlet7 er tY0M6tvbiirsr6aanioneuaw OnAT20218 OP ZNyrt = ADDTT2011AL t11941. NEW ENCILMM NATUSCAPBS CERTIFICATE HOLDER CANCELLATION 1„OYt�Ar.y M6AIxrCd[ICAMIGI Idiiae►66 Wlax4e91feTllitCTls Ic1p41TA1, 04"IMor.nit wulio umnik NuN+etAvan m wu }Q—_arcumm ronMltGTiacanieArtiaon 4AMP TOM LAM PAR•Akum%w n euu New Lngland tonterecepes wsealxDatwAr OA oc uAtwrra enDtddiTMcuou,mt,mraa Atta, Oeeg Rummor 9 Towmeend Ecae !!P"xrAMt21, Uynnsield NA 01940 Au1MMUMm"""mnm James J. Ppnrerip, / j ACORD 26(2009101I 0'19889VOR#CORD CORPO f0 All Ngnts reselved. The ACORD name and logo are registered mgrlts f A RD 135!04!*20 1 r s3-?9 ?91 82S41 49 c—V A!ARMS PAGE 84104 STFVE WEESCOTT 6 o W fl A i��°��i ivy. s e - -- A a � � � f ALAfttAMJs VC6 $ BURGLAR • FRRE SYSTEMS . COMMERQAL • CENTRAL STATION MONiTORiNC s RESIDENTIAL P.O. BOX 400. PEMBROKE. MA 02359 Pwow 78E.82&3774 Fm\ 781.826.4149 A5/A4/2911 18:38 7618264149 Ski ALARMS PAGE 83/04 !Wm � a� '� e+ � � ���'ter.-.gym ... ��_,� ��Pa • ► j' 1_ E �C -T _ ! { $3 f } {[ Trsf 1 -. on -fi r_ i a t1 —��� #-err is Yi ti.i iyid Sii i 'r ii. 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Per i L"isssunq Number 30&507.2 a_ r.,____1_f1.__.._t:_.-_1 T'__...:.. s.._t r�.S ua VER3idtJne r�equirernken vi ir3]3UCt.L7QI i tC2 ]..Judi MicaoATocessor%-10ntrolled ® ?gip xs_ r. �---� n_ 1 __�Op_ $lalLi>-11iors L.r&i "tLY i iX3i Gi Ts$ J f1 CuI ♦instant On Or 7 Second Delay Models Available Jil2';Qfe Vl CltisJi t~r[Ciiil'll Ntt3lia;1"J 7 Second Adult$hunt. Changeable to 15 Seconds. -- Built-in t7__f_ T)_as_ Capable 9A9r9_S �cluvz-iri 17di:K-u}�octiitr�'v i.a�iabie . 3 iMust Be Hard Wired To Remora 112.Volt rna-ximlum 500 rnA Source or o P.luc in Power Source_ 1ippleleQ V01iQge 1V'AI$t 4NOL Exceed 15 VLA.. L'Sailfdry 11Ur BdGl up Only The new GFU DOOR ALFERTJPOOL ALARM was designed as an aid for prevention of an unattended access to a pool/spa area by a smaii chiid. 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I Apr 20 11 04:06p Perfection Fence Corp. 7818341105 p. 3 Magna Latch top pull-mltps2bga Page 2 of 3 ADJUSTABLE SINKER BODY }10�0�0A ADJUSTMENT up to I.I)2 KOi IIWAt ADXS11N8tt Bse Wte VAir _� If>rna ro 3TaMril _ � the . Magnetically triggered (self latching,no jamming) . Highly child resistant . Key lockable(2 models) . Meets Pool Safety Standards . Fits new and existing gates . Adju 16" r below) adjust up to a 2" gap with nal..spacer. e to fit square posts but t round posts with nal adaytor. ested to 400,000 cycles /Independently tested to meet international safety codes Minimum god bommngop R ) 13/16 t37nm1 Plan view-unadjusted Plan iew-adjusted J http://www.magnalatch.nettmagnalatchtoppuH.html 4/20/2011 15mil Premium Pool Cover Blue-Aluminum Space Age Pagel of 3 ogAle Seo►�wi� �a, ENERdYBringing renewable technology - -- ;X-�-__�_I-=—JX— SUPERMARKET down to earth I _ Home»Shop»Pool and Spa»Pool Accessories»Pool Covers»Rectangular»Premiuml5mil» LogIn 1'Checkout 800 333 9276 r---------- Qview Cart G 0 Call us today! 15mil Premium Pool Cover I x 15mil Premium Pool Cover Blue-Aluminum SpaceAge Blue-Aluminum 1 SpaceAge $315.02 >CLICK dropdown arrow In selection boxes to CManufacturer )A�h conflgure product and determine total cost. Sale Price: $91.68 Info •Bubble Shape: - Other products [,,.''Categories Diamond bubbles InCIe05e performance-Add(+$10.00)7 +$10.00 []Installations a Solar PV Electric Water Heaters •Cover Size based on maximum pool width and length: •INSTA� Space Heating 18 R x 36 R Rectangle-Add(+$183.34) +$183.34 Pool Heaters Spa Professional Pool and S P •Shipping based on delivery destination: installation Heaters available for Pool Accessories Standard UPS-FedEx-DHL-USPS Contiguous US-Add(+$30.00) , +$30.00 most Pool Purifiers For Shipments Outside of the US lease Contact Us for callusstoaay Pool Covers p p Rectangular a Quote for custom Deluxel2mil orders& Premiuml5mil installation Economy8mll quotes. Round Item Total$315.02 CGreat Deals Free Form/Oval Optional Installation Services Cover Rollers Tell Someone About This Great De Liquid kAdd,To Cart Pool Cleaners Liquid Covers Found a lower price?Let us knowll7! Winter Covers Solar Showers = or,o Spa Accessories 12 months Lighting Pool Covers for swimming pools may be ordered In any of NO Interest Wind Power the six standard pool dimension sizes offered above-and easily NO PayltleM Conserve Water trimmed for an exact fit of any dimension required,length or width. Energy Savings An average cover installation requires less than an hour. Air Purification For custom sizes please contact us ! Outdoor Lifestyle Electric Vehicles Note:All pool cover installations are Parts&Supplies do-it-yourself friendly;plastic material trims Great Gift Ideas! effortlessly and quickly with household scissors. Clearance Sale Step-by-step Instructions illustrate how to simply stretch cover onto surface of pool and trim around []Tell A Friend edge using side of pool as a template.Re-trim for r_Quick Search ,a, .,•�.-;.; precise fit if necessary. r—'E9 Enter keywords Principles of O Tell someone you p Operation: know about this —0 •The straightforward rationale supporting the use of solar product. -Advanced pool covers Is based on raising the pool water temperature by absorbing sunlight during the day-and then retaining that heat at Search night,plus preserving the heat generated by a solar system,heat CConnect with Us pump,or gas heater.Additional savings are gained by a variety np • View all of other Incentives listed below. 91 Facebook Products High-performance prime resin polyethylene 19 Twitter effectively captures the sun's heat as it []Information prisms through the specially designed raised MySpace circular air pockets within the laminated RSS LIVE sheets of material,resulting in higher transmissivity-and generating maximum SUPPORT -' heat penetration into the pool water. CRelated Links 9am-5pm EST M-F Solar Direct •800 333 9276 •Upgrading to the Blue Aluminum Space Age solar cover Donates;1000 •941 360 9276 provides a technologically advanced design that collects,and Men to Florida -Sales Support multiplies heat.Initially It performs In a similar fashion as a pp traditionally designed cover.Then the specialized bonded layer International -Tech Support of the Aluminum Heat Shield undercoating works to reflect the sun's University's -Contact Info rays downward as they bounce up off the bottom of the pool, Solar Decathlon -Legal I Policies trapping the collected heat and returning it back Into the water Project -Links of Interest below-creating an upward spiral of stored pool heat. [ �� CMailing List Blue-Aluminum SpaceAge Round Bubble Name: Email Address: `! Add:-/ Remove: X Notable 14.6 percent Increase In heat retention over traditional bubble design generates a significant yearly energy saving on larger CManufacturers pools,especially In cooler climates,or with pools located near heat evaporating sources of constant wind,Le.;any site within several Please Select miles of an ocean or lake's coastal shorelines. •Upgrading to the Diamond Bubble Cover Option effectively http://shop.solardirect.com/product_*mfo.php?products_id=84{8}4... 6/5/2011 15mil Premium Pool Cover Blue-Aluminum Space Age Page 2 of 3 boosts the overall performance of the cover.Decreasing the space CaClO le Translate between the cells and increasing the air space within each cell with a Select Lan ua a more efficient diamond shaped bubble design results in dramatic g__9 _ increases in the Insulating and heat generating effectiveness by up to 23 percentl '-� Gadgets powered byGoogle Blue-Aluminum SpaceAge Diamond Bubble Currencies ly"V,i01*1110'Y1 US Dollar .• +d�7I1�Ft+*6*0 �Ir°w • . . Function:Reduces heating costs-Increases swimming pleasurel ELLBenefits:Worldwide shipping-lowest Factory Direct prloeslII Product Applications. t •Standard sizes available to fit pools from 12'x24'up to 20'x40' •Cover floats flat on pool surface keeping water free of debris •Can be used on all residential and light-duty commercial pools •Supplementing any brand of pool heater with a solar pool cover ©2011 Solar greatly enhances Its performance,plus reduces energy costs up to 70 percent-thereby saving hundreds of dollars per year Direct In pool heating costs)II All Rights Product Features: Reserved •Adds up to 10 degrees plus notably extends swimming season •Ultra-High profile bubbles effectively trap sun's natural heat •Reduces overall pool water evaporation as much as 95 percent •Greatly reduces heat loss due to rapid night time evaporation •Dramatically retains heat during cool nights and on cloudy days •Reduces cleaning time and deterioration of water quality •Saves up to 40 percent on chemicals by preventing off-gassing •Eco-friendly concept helps environment by reducing energy use and conserving water •Proper cover selection supported by customer service agent •Installation supported by solar engineer tech assistance •Toll-Free help line and/or online e-mail tech support •Online registration of all Pool Cover Warranties now avallablel •Lowest factory direct pricing available anywhere.Guaranteedl •10 Year limited Warranty(view PD ) Product Specifications: •Highest cover life expectancy;provides years of service •Backed up with best customer warranty offered today •Custom sizes available-cut exactly to customer specifications •Special polymers Injected Into plastic for strength and durability •Ultra lightweight base material makes for ease of handling •Polyethylene material highly resistant to UV rays and puncturing •Includes opaque white protective covering that guards against deterioration while rolled up or during short-term storage Overall Comparison of cover designs: Covers available in Round Bubble or Diamond Bubble options: •Economy 8 Mil Standard bubbles;budget applications. For average performance,basic heat retention,minimal heating. Available in two types of cover designs- Blue-Blue Round Bubble 3-Year Factory Warranty(1-year full/2-years pro-rated) Blue-Blue Diamond Bubble 3-Year Factory Warranty[1-year full/2-years pro-rated] •Deluxe 12 Mil Extra-High bubbles;residential applications. For substantial performance,Improved heat retention,and significant solar heating. Available In four types of cover designs- Blue-Blue Round Bubble 5-Year Factory Warranty[2-year full/3-years pro-rated] Blue-Blue Diamond Bubble 5-Year Factory Warranty[2-year full/3-years pro-rated] Blue-Aluminum SpaceAge Round Bubble . 10-Year Factory Warranty[2-year full/8-years pro-rated) Blue-Aluminum SpaceAge Diamond Bubble 10-Year Factory Warranty[2-year full/8-years pro-rated] •Premium 15 Mil Ultra-High bubbles;commercial applications. For ultimate performance,superior heat retention,and maximum solar heating. Available in four types of cover designs- Blue-Blue Round Bubble 5-Year Factory Warranty[2-year full/3-years pro-rated] Blue-Blue Diamond Bubble 5-Year Factory Warranty[2-year full/3-years pro-rated] Blue-Aluminum SpaceAge Round Bubble 10-Year Factory Warranty[2-year full/8-years prorated] Blue-Aluminum SpaceAge Diamond Bubble 10-Year Factory Warranty[2-year full/8-years pro-rated] Custom sizes available: Covers can be created In most sizes for a small additional fee. Over-sized covers larger than 800 square feet(length x width)must be delivered by freight truck;additional shipping charges will be Incurred. http://shop.solardirect.com/product_info.php9products_id=84(814... 6/5/2011 15mil Premium Pool Cover Blue-Aluminum Space Age Page 3 of 3 For custom sized solar covers larger than above please contact a Customer Service Agent. Optional solution;combine 2 standard size covers to obtain complete over-sized coverage. Note:Adding a Cover Roller System Is recommended for providing easy 1-person operation of pool cover retrieval and deployment; eliminates dragging and folding-plus extends the service life of cover by up to 30 percent. Product Manufacturer:Midwest Canvas IMPORTANT NOTE:The average handy person can easily manage a solar pool cover Installation with household scissors In minutes, and a cover reel system installation with basic hand tools in a few hours. Note:All pool covers and rollers systems are shipped directly from the factory and are non-returnable-all sales are final. Delivery Information:Solar covers are packed and shipped to fulfill each customer's specific requirements.Please allow 3 to 10 business days for orders to be processed and the cover to be packaged,plus standard transportation delivery time. R e v ie-WIQ C16Aa-d Car; CCustomers who bought this product also purchased 79=--)j r;31!_1 J VORTEX Custom Length Panel Kit Stainless Steel Screw Solar Pool Heating Panels For Connecting Panels and For Fastening Butterfly Clip Panels Only Mounting onto Surface onto Roof or Rack Applications Polyester Woven Strap Tapcon Screw Auto Reel,Water Powered For Mounting Solar Panels For Fastening Butterfly Clip Automatic Pool Cover Roller onto Roof or Rack Applications onto Barrel or Flat Concrete Made by Feherguard Wind Security:Medium-Duty Tile Price per foot i � Solar Direct Inspiring others to discover environmentally responsible energy solutions http://shop.solardirect.com/product_info.php?products_id=84{814... 6/5/2011 ® © ® 5 Wicks Circle Wilmington,MA 01887 Fence and Home Improvement Office(978)658-6739 Mobile(508)423-3769 SOLD TO: JOB511TE: DATE: 16 {�`--C- z. TEL. NO--'"-- Quantity Description Amount IG 4 :'Pt cz t ion I co, Yj�A "yttc-"n � it n P12ul / C rile r,J Ci;arw � an+ 'Pj�j`f Payment Terms st 1� ��ef� '� T"k '! G.IG:.,Li TAX, y(� TOTAL./•��+? 130c v C .pne.�i ti 7+"� P' cc Workmanship Guaranteed If Compressor is needed for digging holes,additional charge _-r--- per day. If wood post needs cement,$15.00 each post. Note:All customers required to call Dig Safe 1-888-DIGSAFE before any work can be performed. I 1 1 1 1 I I I i �;. ► I I I ! ! i � i I Acceptance of Contract I Swimming Pool Fence Page 2 of 3 (in ground pools) Fence Mesh . Maximum mesh size shall be 1 1/4" . If fence is provided with slats fastened at top or bottom final opening shall not exceed 1 3/4" Gates . Gates shall accommodate a locking device . Pedestrian gates shall open outwards away from pool . Gates shall be self-closing and self-latching . Child-proof latch must be used on gate Safety First! Safety First! Safety First! Don't let this happen! Chain Link Fabric .1 2 y r i,i�l ihl�►di� i�ili�ili iW� ^: �'��; ,� N Smaller opening than L I . standard 2" meshy Child-proof latch http://www.fenceinc.com/swim.httn 6/2/2011 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 rg Parcel 1 Z1 '3 OGZ Application #Eio Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Z�- Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 109 S 94 Pu 1+ D Village OSTF_R- kALff Owner C 1-f P_i5 s'Vr2 E 'Ta 1t-rQ I Ic Cr4P-1 A iAddress Telephone Permit Request / �12ouA9 aff�iAji=o944CO 6(41Vt 501/N Ml rv.& mopL 1`r 4 ► J� t���n 3 Qi3-iL n�� C_1tA53-ie. F444r`t STY IJIVrl fk1j4F R) =a-o m '� GoT) Z�� !� ��t Aj- w 62a 4 "'�co -Ra+sv 0 - Air$� SR-r�+y i qD" Squar feet: 1 st floor: existing proposed 2nd floor: existi g propo e Total new Zoning District Flood Plain Groundwater Overlay Project Valuation '� Fl 9 D Construction Type "Md s Lot Size _5e.fT Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new u Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove. ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0 newer ize_ r d Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: r'n Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # i Current Use Proposed Use 4 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Ivy ���. �-�t � Jul Telephone Number -7V1 a- t/ 00 Z,b= Address Y 7C_uJ1y5)5N,1) R-4) License # %JI 111z/o /Y)14 or yy Home Improvement Contractor# 3 y.:�7� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO rn SIGNATUR DATE f:. FOR OFFICIAL USE ONLY APPLICATION# ; DATEISSUED •I j �� s MAP/PARCEL NO. .� ADDRESS - VILLAGE � OWNER _ DATE OF INSPECTION: - E FOUNDATION k FRAME S?'ML 02) 61I41u ` INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT .t r ASSOCIATION PLAN NO. r _ y - MAY-05-2011 09:34 NEPSS PBI 781 762 0401 P.02 AGORq CERTIFICATE OF LIABILITY INSURANCE I rT5luLup T1 Ids/os/zo11 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RiGMTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELYoR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED By THE PQQLICISS BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUT1�ORaED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER II IfHPORTANT; If the ceNRlflcaTe holder Is an ADDITIO INSURE ,the policy(Ies)moat ba endorsed. If SUBROGATION IS wAIVE>�,su4)oct<D the terms and CondIdons of the polity.MmIn popsies may require an endoMeMent A statement on this coltf(Icate does not soil r rights to the certificate holder In lieu of such endornement(s). , PRGDUCBR Lakeside Insurance Agency. Inc, ° e ; (603)032-3666 F (6, 3)432-6076 Three Wall Street Windham, NH 03097 ftr-- 1q INSUR APPO fAHNERAGB NNtt IKSURED INSUPORA: Central Insurance Compal19es , :20230 Pool Builders. Inc. nlsuREae: CNA insurance Companies '. 810 Providence Highway 1N6uRERc; AMtrust North fterics I I Norwood, NA 02062 INsuwR D: y INSURER E IN6uAER P COVERAGES CERTIFICATE NUMBER:Pool guilders 2011 REVISION NUMBER: I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO TNf:INSURED N MEO ABOVE FOR THE POLL PERIOD ii INDICATED NOTWITHSTANOWG ANY RL:QUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR 01"NER DOCUMENT WITH RESPECT TO ICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDSO BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE ERMS. ExCLUSIONS AND CONDITIONS OF SUCH POLICIES,UN)TS SHOWN MAY HAVE BEEN REDUCED oY PAID CLAIMS, ITT r"I!OF INSURANCE INSR WVO rOl►CI gmseR M 100 LImITa ' GENS"LLMILM CLP998SS84 05/0119011 05/01/2012 OCCURAENO2 c 1 000 00 X COMMEACAl GENERAL LIABnm E2. 300.00 CuUMS�ADE QX OCCUR NED EXP( W.party) 10.00 A PcpsONK A QV INJURY 1.000.00 OE140M AeGREGAM 000 00ACNGRKOATt3 LIMIT APPLIES PI R; PRODUCTS•caMPIOPAc,D s2.000 00 01 2 t ; toc AUTOMOBILE LIJOS r SAP688SS2 051011201t 05101/2012 COMBINEDSINO OMIT >i (ea—damu 1 1.000 00 ANY AUTO a0o4Y INJURY(PM pgmAJ = ALL OWNED AUTOS 4ODILY INJURY IPor actloer4 NI A X SCHEDULEDAJr09 AROPERTYDAMACIE >ti (Pe/�oegdenq i X HIRED AUTOS S X NONOW NE0 AUTO$ . d : uMaRELLA LIM X OCCUR 40192IS967 0610112011 05101/2012 WN OCCURRENCE s j 1 000 00 IT(Cr.nUAe CAW44ADE AdQREOATE s i 1 000.00 0 DEDUCTIBLE S X RETENTION i 1■00 S WORKsCOMPWSATION mX302139 05/0112011 06101120J2 s A AND GMftavEM WAOILM YIN E 1 PJ1CM ACCIDENT S S00 00 C OFF ANYrpH1E71BN'sA©+C UDEP� p NIA ('''N'\Adolery 41 NM) 2 L OISP�E•fA EMPLOY li 1 S00 20 19 &ame Ynow TIO L.DMEASE.POuCY Lwlr S 1 S00,000 Deww"MON OF Oa TV"j i ►T1vNS I V ES MftcS WW 1d1.A�ARIen■1110M44a 6an,"■,11 New specs tk l■01 ver"Ing work pertormea by the Zen msure0 during the policy period. gorker's Compensation statutory coverages are provided for Massachusetts. Executive Officers h ve lected to be included under Worker's I><pensation coverage. CERTIFICATE HOLDER CANCELLATION FAX: 791.762.0401 SHOULD ANY OF THE A90VC OESCRisE0 POLICIES BE CANCE LED BEFORE THE EXPIRATION DATETHEREOF, NOTICE WILL BE DEERED IN ACCORDANCE WIT►I THE POLICY PROVISIONS. N.E. Waterscapes Design. Inc. AUTKORMF A93fNTArnIE 9 Townsend Road 1 Ly nfield. W1 01940 I)OSeph Rossetti LYNN ®19B8.2009 ACORP CORPORATION. All rig is reserved. ACCIRD 26(2009109) The ACORD name and logo are registered ma*5 of ACORD TOTAL P.02 I y 05 it 05: 58p pcaggiano 6177220169 p. 1 ' ILI May 05 11 05: 58p pcaggiano 6177220169 p. 2 STeME WIMOTT S.W, ALAILD-tms LICENSE NO. 191 C poop GR ROB BURCLAR • FIRE SYSTEMS • COMMERCIAL . CENTRAL STATION MONITORING • RESIDENTIAL P.O. Box 400. PEMBROKE. MA 02359 pwm 781.826.3774 F,x 781.826.4149 May 05 11 05: 59p pcaggiano 6177220169 p. 3 CHILD ]RESISTANT Cli R. I POOL AlARm ETL LISTED 1283 47.sT, 57 `t5 1'J i �.�'� ! ( '7 i13 ! r1 i0� 3.38 CHILD RESISTANT 05/05/2011 17:25 7818264149 SW ALARMS PAGE 03/04 CHILD RESISTANT C! Ft I POOL ALARM ETL LISTED 1.203 — [47.97] 1.89 ru 4rj S7 _17.! r l � I �2>.91" ( I � l .69 SAI _20 T-- -5 L — 7.9 35 1_50 CHILD ]RESISTANT POOL ALARM ACCESSORIES Remote Shunt Button: If two doors are to be monitored by a G.R.I. 289CP Series Pool Alarm, a remote shunt button, Model No- 184CP-3 or 184CP-6 can be added. The Pool Alarm is mounted next to one door and the remote button by the other. The remote shunt button will function the same as the button on the 289CP Series Pool Alarm. The shunt button is recessed and has a child-resistant guard ring. Remote Sounder and Shunt Buttons: This is a combination unit that provides both a remote sounder and a shunt button. The 184CP-4 and 184CP.8 can be added when needed for addi- tional windows and doors. This helps to distribute the piercing sound of an Surface mount Surface Mount Button&Sounder Shunt Button alarm through more parts of the house while also offering the pass through Only and silence features at those exits. This shunt button also is recessed and has a child resistant protective guard ring. PART NUMBERS: 184CP_3 Recessed Mount Button Only, Child Resistant 184CPL4 Recessed Sounder and Button,Child Resistant 184CPL6 Surface Mount Button Only,Child Resistant 184CP-8 Surface Mount Sounder and Button,Child Resistant 8065 AC/DC 12 VDC Regulated Adaptor WARRANTY- One year warranty against worlmanship,material and factory defects. GEORGERISK INDUSTRFES,INC. TOLL-FREE 1-800-445-5219 • 1-900-523-1227 GR.I.PLAZA (308)235-4645 - FAX(308)235-3561 YJMBALL,NE69145 E-MAIL:gdsWes@megavisi(yn.com BA-179 Rev I Sn&07 MADE'"USA WEB SITE:www.grisk.com 05/05/2011 17:25 7818264149 SW ALARMS PAGE 02/04 CHILDREsisTANT POOL ALARM R- I ETL LISTED ♦ETL Tested To Be In Compliance With Standard for Safety, UL 2017,and Florida Building Commission Code Requirements, Per ETL Listing Number 3035022 z� ♦Exceeds Operational Requirements of Model Barrier Codes ♦Microprocessor Controlled •Monitors Entry to Pool and Spa Areas AL ♦Instant On Or 7 Second Delay Models Available ' N ♦Surface or Flush Mount Models ♦7 Second Adult Shunt. Changeable to 15 Seconds. ♦Built-in Back-up Battery Capable 289CP-4 ♦Must Be Hard Wired To Remote 12 Volt maximum 500 mA Source or To Plug In Pbwer Source. Applied Voltage Must Not Exceed 15 VDC. Battery for Backup Only. The new GRI DOOR ALERT/POOL ALARM was designed as an aid for prevention of an unattended access to a pool/spa area by a small child. Monitoring all doors or windows with CLOSED LOOP magnetic reed switches,the DOOR ALERT/ POOL ALARM will sound an alarm should anyone too small to manage the adult pass thru feature attempt access to the pool/spa area. For maximum protection all moveable openings should be protected in such a manner by the GRI DOOR ALERT/POOL ALARM. The 289CR1,289CP-2,289CP-3 and 289CP4 can be operated with an on-board 9 volt battery with a 12 volt externally supplied DC power source, in which case the battery will perform a back-up function should the externally supplied source fail for any reason. Both power sources have been designed to maintain a minimum sound pressure level of 85db at 10'. Should the battery voltage drop below 7 volts while in backup mode,a low battery mode will be initiated and the unit will sound 2 beeps approximately every 3 seconds for one to two weeks prior to total battery failure. Battery must be replaced at this time. It is suggested that some type of surge protection, such as the GRI CS-1 Current Sensor, be used between the power supply and all GRI Pool Alarms using external power. NOTE, Unit will function at minimum 5VDC at a very limited sounder volume. This power level is considered total battery failure. PART NUMBERS DESCRIPTION 289CP-I Recessed DoorAlert/PoolAlarm 7 Second Delay-Closed Loop 289CP-2 Surface Mount DoorAlert/Pool Alarm 7 Second Delay-Closed Loop 289CP-3 Recessed Door Alert/Pool Alarm-Instant On-Closed Loop 289CP-4 Surface Mount Door Alert/Pool Alarm-Instant On-Closed Loop WARRANTY: One year warranty against workmanship,material and factory defects. TOLL-FREE t-80P445.5218 TOLL-FREE 1400.523-1227 GEORGERISKINDUSTRIES,INC. (308)235.4645 GR.I.PLAZA FAX(308)235-3561 KIMBALL,NE69145 KANIN USA E-MAJL:Osales@mepvision.com WEB SITS-www.grisk.com I 05/05/2011 17:25 7818264149 SW ALARMS PAGE 04/04 STEVE WESCOTT S.w> ALARM MS UCENSE NO. 191 C �Dv cgs.. 'DAM- Po s.. �c.Art+�� Mourn te�'� BURCLAR • FIRE SYSTEMS • COMMERCIAL • CENTRAL STATION MONITORING • RESIDENTIAL P.O. Box 400. PEMBROKE. MA 02359 m4oNE 781.826.3774 F,s 781.826.4149 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION d?01 Map d .f Parcet,� /f/2,1 dam — ": Application # Health Division "Date Issued 3 �4 Conservation Division ; Appfication Fee �f Planning Dept. Permit Fee: Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address Village J ©�� y l l ,9— Owner CPAJS`1 j irk /10A 7�Address Telephone 9/ " Permit Request -e"me tvl- 0'//11/i� Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 100 Construction Type Lot Size Grandfathered: 0 Yes El No If yes, attach supporting documentation. Dwelling Type: Single Family-%..ZTwo Family ❑ Multi-Family (# units) Age of Existing Structure 00-\4 Historic House: ❑Yes ❑ No On Old King's Highway: 0 Yes ❑ No Basement Type: ❑ Full ❑Crawl I�Valkout 0 Other Basement Finished Area(sq.ft.) 2060 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing y new Half: existing C9_ new Number of Bedrooms: y existing _new Total Room Count (not including baths): existing new 3 First Floor Room Count Heat Type and Fuel: XrTa—s ❑ Oil 0 Electric ❑ Other Central Air: 2rY'e__s No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: xisting ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑_existing O new®ize_ Attached garage: xisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ v�4 Commercial ❑Yes 0 No If yes, site plan review # co Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 4 s.#i Pill Telephone Number -�� r7, —;��7k Address 7 0 2- 6 /1 2/ n. J0, License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE hltl DATE .l FOR OFFICIAL USE ONLY APPLICATION# DATE_ISSUED:: rV_MAP./_PARCEL NO.... 4 1; ADDRESS VILLAGE OWNER/ 'sF ' DATE OF INSPECTION: '. _4FOUNDATION; . FRAME. INSULATION;': 4 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL sI GAS:=,l 1t' ROUGH T FINAL '_,`.FJNAL,BU:ILDING 1 .: a z DATE CLOSED OUT ASSOCIATION'PLAN NO. it - J The Commonwealth of Massachusetts r ! Department of Industrial Accidents I Office of Investigations !f �J 600 Washington Street Boston, MA 02111 i. www.mass,gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeLyibly Name (Business/Organization/Individual): Address: City/State/Zip: eWy/ Phone #: ���� "61 �7 Areyou an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. J�dam a general contractor and 1 6. ❑ New construction employees (full and/or part-time).* have hired the sub-contractors 2. ❑ I am a sole.proprietor or partner- listed on the attached sheet. t 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition wor ing for me in any capacity. workers' comp, insurance. 9. ❑ Building addition workers'comp. insurance 5. ❑ We are a corporation and its equired.] officers have exercised their 10.❑ Electrical repairs or additions I am a homeowner doing all work right of exemption per MGL 1 1.❑ Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance requiredJ t employees. [No workers' comp, insurance required.] 13.❑ Other *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer fhat is providing workers'compensation insurance for my employees. Below is the policy and job site Information. Insurance Company Name: Policy#.or Self-ins. Lie. #: Expiration Date: Job Site Address:. City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c: 152 can lead to the imposition of criminal penalties of a fine up to$.1,500.06 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator: Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify and 11 pai d penalties ofpefjoai� at the information provided above is true and correct. Signature Date: Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town:. Permit/License# Issuing use (circle one): 1. Board of He6lth 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5, Plumbing Inspector 6. Othe r 1. r T T Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation-of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,:please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit foe you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant . that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 i P Town of Barnstable �of s�ray o Regillatoty Services Thomas F. Geiler,Director ` 5P. Building Division PrfD}AAl b Tom Perry, Building Commissioner 200 M14'.Street;_Hyanais, MA 02601 vrwnv.to wn.b arnsta b 1 e-ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: �� S e7g.P(A I 1 number s ect A q village "HOMEOWNER": p�54 W 1°'i e�klt TW ev �O-f '199 C)% 2 O 6IB ras 45;7 name n home phone# work phone# CURRENT MAILING ADDRESS: / O �t �� /IZ b`✓ `✓19�1 city/town T state zip code Tlhe current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINrI'fON OF HOMEOWNER- Persons) who owns a parcel of land on which he/she resides or intends'to reside, on which there is, or is intended to' be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constrgcts more than one home in a two-year period shall not be considered a bomeowaer. Such "homeowner"shall submit to the Building Official Dn a form acceptable to the Building Official, that he/she shall be responsible for all such work performed tinder the building permit (Section 109.1.1) The tmdersigncd "homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undcrsigned "homeowner"certifies that.he/she understands the Town of Barnstable Building Department rim inspection procedures requirements and that he/she will comply with said procedures and yrcoflHomc cr Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Constnactibn Control. HOMEOWNER'S EXEMMON The Code states that "Any homeowner performing work for which a building perrrrit is required shall be exempt from the provisions of this section,(Section 1D9.1.1 -Licensing of construction Supernrisors);provided that if the homeowner engages a pa-son(s)for hire to do such wofk, that such Homeowner shall act as supervisor." Many homeowners who use this rxemption art unaware that they art rssurrnrig the responsibilities of a supervisor(see Appendix Q, Rulcs&Rcgu.ladons for Licensing Construction Supervisors,Section 2.15) This lack of awareness bftcn results in serious problems,particularly when the homeowner hires unlicensed persons. In this ease,our Board cannot proceed against the unlicensed person as it Wgou)d with a licensed Supervisan The homeowner acting as Supcyisor is ultimately responsible. To ensure that the homeowner is fully await;of his/her responnbilitics,many communities require,as part of the permit application, that the homeowner certify that hdshe understands the respunnbilitics of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fonn/ccrtification for use in your community. i �si+er ti Town of Barnstable Regulatory Services uerrsrAsr� ' MAB& g Thomas F. Geiler,Director 16.19- Building Division Tom Perry, Building Commissioner 200 Main Street, Hyaanis, MA 02601 www.town.barnstable.ma.us Office: 508-962-403 8 Fax: 508-790-623 Property Owner Must Cornple'te and*Sign- This.Sec-ti, If Usfng A Builder r , as Owner of the subject.property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. I . (Address of rob) Signature of Owner Date Priat Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on th.e reverse side. � t REScheck Software Version 4.4.1 Compliance Certificate Energy Code: 2009 IECC Location: Ostenrille,Massachusetts Construction Type: Single Family Glazing Area Percentage: 9% _ Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Complianc6:Passes using UA trade-off Compliance: etter Than Code Maximum UA:2990 Your UA:2316 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 3160 30.0 0.0 111 Wall 1:Solid Concrete or Masonry:Interior Insulation 2544 20.0 0.0 133 Window 1:Vinyl Frame:Double Pane with Low-E 134 0.280 38 Door 1:Glass 84 0.280 24 Floor 1:Slab-On-Grade:Unheated 3 20.0 2010 160 Insulation depth:5.0' 1 Compliance Statement: The proposed building design described here is siste with a building plans,specifications,and other calculations submitted with the permit application.The proposed buildin as b n n d to meet the 2009 IECC requirements in RESch k Version 4.4.1 and to comply with the mandatory requireme t liste in e S heck Inspection Checklist. Name-Title Si Date w m C p N FIELD, ��O W MA ACTH OFMPSO 4L Project Title: Report date: 03/07/11 Data filename:P:\CLIENT 2009\Archive 2010\13arrett Development\c-21 commonwealth\C21 CL-BEECHWOOD\Beechwood CD issue 2 5-11-10\Mccartney basement.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist C ' mgs: .;ling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ove-Grade Walls: Wall 1:Solid Concrete or Masonry:lnterior Insulation,R-20.0 cavity insulation Comments: Wi dows: indow 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comm. ts: D rs: oor 1:Glass,U-factor:0.280 Comments: Floo : oor 1 La :Slab-On-Grade:Unheated,5.0'insulation depth,R-20.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 5.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 5.0 ft. Air Leakage: Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ecessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. 0/ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have,been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and pluming,or sprayed/blown insulation extends behind piping and wiring. (8 Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Project Title: Report date: 03/07/11 Data filename:P:\CLIENT 2009\Archive 2010\Barrett Development\c-21 commonwealth\C21 CL-BEECHWOOD\Beechwood CD issue 2 5-11-10\Mccartney basement.rck. Page 2 of 4 i S/unrooms: I y Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum 777"' skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. aterials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Qf Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. 2f Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. f'V Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. puct Insulation: U1 Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: 0)Postconstruction leakage to outdoors test:Less than or equal to 252.8 cfm(8 cfm per 100 ft2 of conditioned floor area). j (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 379.2 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 189.6 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 126.4 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: dAdditional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Qi For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. 0✓ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: d HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. 0 Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. 0 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Project Title: Report date: 03/07/11 Data filename:P:\CLIENT 2009\Archive 2010\Barrett Development\c-21 commonwealth\C21 CL-BEECHWOOD\Beechwood CD issue 2 5-11-10\Mccartney basement.rck Page 3 of 4 Lighting Requirements: (� A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 03/07/11 Data filename:P:\CLIENT 2009\Archive 2010\Barrett Development\c-21 commonwealth\C21 CL-BEECHWOOD\Beechwood CD issue 2 5-11-10\Mccartney basement.rck Page 4 of 4 r REScheck Software Version 4.4.1 Compliance Certificate Energy Code: 2009 IECC Location: Osterville,Massachusetts Construction Type: Single Family Glazing Area Percentage: 4% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: . Designer/Contractor: i-Compliance:-Passes using UA trade-off Compliance:38.6%Better Than Code Maximum UA:158 Your UA:97 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Assemblyor or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 854 30.0 0.0 30 Wall 1:Solid Concrete or Masonry:Interior Insulation 744 13.0 0.0 59 Window 1:Vinyl Frame:Double Pane with Low-E 30 0.280 8 Compliance Statement: The proposed building design described here is ns tent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildi ha en designed to meet the 2009 IECC requirements in RES heck Version 4.4.1 and to comply with the mandatory requireme is li i e REScheck Inspection Checklist. _P Name-Title Si Date � .SA 4r cP m o No �J� W LD, MA �J V qLN o MPSc,P Project Title: Report date: 03/07/11 Data filename:P:\CLIENT 2009\Archive 2010\Barrett Development\c-21 commonwealth\C21 CL-BEECHWOOD\Beechwood CD issue 2 5-11-10\Mccartney attic.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: W"C"iling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: iall 1:Solid Concrete or Masonry:Interior Insulation,R-13.0 cavity insulation Comments: Windows: Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Air Leakage: Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: 4 Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Q/ Materials and equipment are identified so that compliance can be determined. Project Title: Report date: 03/07/11 Data filename:P:\CLIENT 2009\Archive 2010\13arrett Development\c-21 commonwealth\C21 CL-BEECHWOOD\Beechwood CD issue 2 5-11-10\Mccartney attic.rck Page 2 of 4 . Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 8' Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lk Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are T insulated to at least R-6. Duct Construction and Testing: rY Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). L7 Duct tightness test has been performed and meets one of the following test criteria: 0)Postconstruction leakage to outdoors test:Less than or equal to 68.3 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 102.5 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 51.2 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 34.2 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: 7 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: / A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Project Title: Report date: 03/07/11 Data filename:P:\CLIENT 2009\Archive 2010\Barrett Development\c-21 commonwealth\C21 CL-BEECHWOOD\Beechwood CD issue 2 5-11-10\Mccartney attic.rck Page 3 of 4 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting (— off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 03/07/11 Data filename:P:\CLIENT 2009\Archive 2010\Barrett Development\c-21 commonwealth\C21 CL-BEECHWOOD\Beechwood CD issue 2 5-11-10\Mccartney attic.rck Page 4 of 4 a • 03/09/2011 14:19 FAXI 508 339 1459 IDI Boston 4 0010/0010 T. SaySysLemsamu"atif icate s This form must be filled out and posted to comply with building code requirements.Meets IRC Sections N1101.3, N1101.41,and N1101.8 requirements: The following spray polyurethane foam product(s) has/have been installeli. Bayseal'"°OC Open-Cell Spray Foam Insulation Bayseal'".CC Closed-Cell Spray Foam Insulation Bayseal". PP Closed-Cell Spray Foam Insulation Consult International Building Code,Chapter 26-Plastic and International Residential Code(IRC) R314 Foam Plastics for specific requirements.The spray ray / polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistant of: / Area Insulated Aged R-Value Thickness" Attic Area R- At inche Sloped Ceilings R- At inche, Wails (Location: ) R- At inche Walls (Location: ) R- At inche Floors(over an unheated crawl space) R- At inches Crawl Space Perimeter R- At inche Basement Exterior Walls R- At inches Other (Location: ) R- At inche El '}Nominal thicknesses are representative of field,spray-applied foam material Jobsite Address: Date of Installation: Building.Contractor: Insulation Contractor: a Phone: Installed By: �J GSo�► �>--���11 � --- INSULATION CERTIFICATE-DO NOT REMOVE -Please Post Near Electrical Panel- East Office west office 2400SpdngfuebnerRoad PO Box fim BaySystenns Spr'd1g,TX 77389 Phoenhc,AZ 85005 1.800.221.3828 1.800.289.B272 Tal 281.350.9000 Tel 602.209.9711 msepray.com saysMawW3owmnerWmmoved. Fax 281.288.B450 Fax 802.20.9115 �YBY e ti i J i 03/09/2011 14:10 FAX 508 339 1459 IDI Boston Z 0002/0010 RD F RI•' I���t,y��F.g„ f k ' , ®n Bayer t aterld-illScience Div. 7-Thermal and Moisture Protection Closed-Cell Insulation Technlcal Datasheet: 06/09/08 Product Description Environmental Consideration and Bayseal CC dosed-cell spray applied polyurethane foam is a two component, Substrate Temperatures medium-density,structural insulation system designed for commercial, Applicators must recognize and anticipate diuretic conditions prior to residential,and industrial applications. application to ensure highest quality foam and to maximize yield.Ambient Closed-call ppoolyurethane foam yields a high R-value and minimizes air and air and substrate temperatures,moisture,and wind velocity are all critical moisture irlf'iltmlion.The spray applied nature of Bayseal SPF systems allows determinants of foam quality,Extreme ambient air and substrate temperature for tremendous sealing properties which contributes to healthier homes and will influence the chemical reaction of the two components,d1re*affecting workplaces. The rigid nature of Bayseal CC increases overall structural the yield,adhesion and the resultant physical properties of the foam insulation. integrity resulting in more durable structures.Bayseal CC expands during To obtain optimum results,Bayseal CC should be spray-applied to substrates application to provide increased performance values by sealing the building when ambient air and surface temperatures are between 501F and 120e1'. AN envelo substrates to be sprayed must be free of dirt;soil,grease,oil and moisture �' prior to the apppplication of Bayseal CC.Moisture in any form:excessive humidity(>85%R.H.) rain,fog,or Ice will react chemically will adversely affect The Bayseal CC system is comprised of an'A'component or aromatic system performance and corresponding physical properties.Application should diisocyanate manufactured by Bayer MaterialScience,and a blended Ir not take place when the ambient temperature a within 5°F Dig dew point. component which includes polyols,fire retarding materials,catalysis and non- Wind velocities in excess of 12 miles per hour may result in excessive loss ozone depleting blowing agents. of exothenn and interfere with the mixing efficiency of the spray gun affecting foam surface texture,cure,physical properties and will cause overspray. Precautions must be taken to prevent damage to adjacent areas from fugitive Recommended Uses overspray. -Walls •Unvented Aft -Ceilings -Floors -Vented Attics -Piping Processing Parameters Store at 65e to 85OF in a dry and well ventilated area. Material in containers should •Unvented Crawl Spaces .-Vented Crawl Spaces -Foundations be maintained at 65°F to 75°F while in use. Heated trallers,hotboxes,or heated -Concrete Slabs -Ducts -Tanks tank storage may be necessary. Material temperature should be confirmed with a tlermonhetcror IR gun.(continued) -Cold Storage -Freezers -Coolers .3 Properfdies TestlMedwd Value Processing Parametetrs.& Fanq Resistanoe ASTM G21 zeo Raft Physical Characteristics R-\WA(egei# ASTMC618 6.9parirril pre} gTgt>p�hre: 'A"aM'B'125.135°F R-13 at 1.9 inches 24 at 35 w Hose Temperabae: A'and Ir 125r135°F R-19 at 2.75 inches 37A at 5.5 ihches Pressures: 1000.1400 psi(dyr1911Cp 54.3 tit 79 inches mix Ratio 1 to 1 by volume'A'b'B" sand tlalarissilxh Cah#iCett ASTM EA0851F413 43_Sj,1 C! Visoosily at 75°F: 400•b00 cps'Er Component Noise Pakdon CaeGdert ASTM C423 02 SMCI Cmp>35Bihe siag9h AsiM D-1621 1520 psi � y ASTMD40 1.9-22" Product Reactivity Closed Cat Conw ASTM D-M 42% Surface Temperalluue: 50120°F Tersue fto ASTM0-1623 55-650 Cream Trine: 2-3seoorlds Mostue 1497Trahsa=on(pameehoek ASTM E-W 0.80 Penns at 1' Tack Free Tm1e 7-8 wards _ - 023 Partite a135' Cue TM4 boos 0.16Permsat5' 0.10 Parma at7.9" Dmanaoel Sto*. ASFM D-213 V days at 15rF,9b9f" %Clhenwi Um 6% _Ai leakage t ASIM E 283 0.00 t OD1(Us)trh' Teal vaWas were permated rmm lapoMory samples and actual pmpereas may vary with equlpmeM and applicalUm condlaona.. I i 03/09/2011 14:11 FAX 508 339 1459 IDI Boston 0 0003/0010 i BaysealTm CC Surfa je Burning Characteristics ASTMI Method E84(UL 723) CredentiaWCertifications f"°' � NOTE: Bayseal CC is a Class I formulation,as set forth under Underwriters The flame spread rating Flame ad not intended to reflect Laboratories ASTM E-84(UL 723,NFPA 255,UBC Standard 8-1). hazards pr�ntor by this Smoke Development or any o6rer atiuWm �un- (` der actual fie conditions. Nomina+Thickness(Inches) i, Processing Equipment((c �ontinued) handled and used with adequate ventilation. The vapors must not exceed the 2:1 transfer pumps are recommended to material trarr from container to the TLV(0A2 parts per million)for isocyanates. Avoid breathing vapors. Wear proportioner. a NIOSH approved respirator. If inhalation of vapors occurs remove victim from contermnated area and administer oxygen if breathing is difficult. Call The plural comppopnent�ppropartioner must be capable of supplying each a physician immediately. Avoid contact with-skin,eyes,and clothl, Open coin nent within t 296 of the desired 1:1 mixaigg ratio byy volume.Hose containers carefully,allowingg arty pressure to be relieved slowly and safely. . heateors should be set to deliver 125OF to 135°F"materials to the spray gun. Wear chemical safety ggoggles and rubber gloves when handling or working These settin s will ensure thorough mocug in the spray gun mix chamber with these materials. rn case of eye contact,immediate flush with Ile rn pical app�ic. ns.Optimum hose pressure and temperature will vary amounts of water for at least fifteen minutes consult a pfi iclan immediately. witfi equipment type and condition,ambient and substrate conditions,and In case of skin contact,wash area with soap and water.Wash clothes before the sped c applrcation.Some equipmerit may require you to heat drums to reuse• achieve optimum material tam nature. It is the responsibility of the applicator Fire Hazed to properly interpret equipment technical frterature particularly information that relates acceptable combinations of gun.chamber size,proportioner Fires involving either of these components may be extinguished with carbon output,and material pressures. The relationship between,proper chamber dioxide,dry chemical,or Inert gas. Application of large uantities of water size and the capacity of the proportioner's refieater is critical.Contact your spray is recommended for spiirfires. Personnel fig rig�he fire must be local BaySystems representative for speck recommendations,pricing,and equipped with NIOSH approved self-contained breathing apparatus. availability of spray and auxiliary equipment. Cleaning of Spills or Leakage CAUTION: Extreme care must be taken when removing and Cover the area with an Inert absorbent material such as day or vermiculite reinstalling drum transfer pumps so as NOT to reverse the"A" and transfer to metal waste containers. Saturate with water but do not seal and'S"components: the container with the lsocyanates and water mixture. The area should then be flushed with large amounts of water in the case of the'B'cothplonent,or a Thermal Barrier 596 aqueous ammonm in the dace of the'A'component Dispose of these Bayseal CC must be separated from the interior of the building by an materials in compliance with federal,state and local regulatloris.. Is rod fdteen(15)minute thermal barrier,suchas /2'gypsumwailboard Caution: Isoc quivalent installed per manufacturer sitructionsand corresnding yanates will react with water and generate e reqrements. CCnosbeen testwFmeSealreresistant carbon dioxide.This could reautt In rupture of closed ting m accordance with UL 1715 and has passed allowing this system to.be containers. used in place of fifteen(15)minute thermal barrier. IRC and IBC codes require that SPF be separated from the interior of a Disclaimer building by a an approved fifteen(15)minute thermal barrier,such as 1/2' The data presented herein is not Intended for use by ndrprofessienal appficalars, gypsum coal board or equivalent installed per manufacturer's instructions ar titose persons who do notpurchase or utilae this product in the normal course and corresponding code requirements.There are exceptions.to the thermal their • P nbal user rrn>st perform arty pertinamt tests n order to barrier requirement (1)Code authorities may approve a>venngs based.on deteim Cie products Pexfamance and auilab8ly in the intended application,sma3 fire tests specific to tha SPF a piication.For example covering systems that final delenrim of fitness of the Pad anY partigrlar 1dY Successfullypass large scale�esIs may be approved by dote authorities in of the buyer. lieu of a thermal barren,(2)SPF. rotected by 1'thick masonry does not need a thermal barrier.Certain materials that offer.pprotaction from igntion called guarantees and warranties as to products supplied by Bayer MaterialSdenoe steal 'ignition barriers;maa�r�not be considered as thermal barrier i ernsives unless have�those guarantees and warrartles expressed by%manufacturer. The they comply with ASTM E-119.Applicators should request test data and code buyer's sole as to any material claims will be•ag*M the manufacturer of body approvals or other written Indications of adoptability under the code to be the product The data on this product is to be used as a guide and sure that the product selected offers code-compliant protection. is subject to charge without notice The dirmation herein is befieved to be reliable, but urdmown rlsks may be present NO WARRANTIES EXPRESSED OR IMPLIED, Applicators should errsure the safely of the lobsite and consWcBon personnel INCLUDING PATENTWARRANTIES OR WARRANTIES OF MERCHANTABILITY by posting appropriate s" ns warning that all hot work'suds as welding, OR FITNESS FOR USE ARE MADE BY Bayerr Mete dScience WITH RESPECT soldering,end cut4ngg w torches should.take place no less than 35 feet from TO PRODUCTS OR INFORMATION SET FORTH HEREIN. Nothing contained any expo�e�foam.If'hot work'must be performed al spray polyurethane herein shag constitute a pemtsslon or recommendation to practice any Invention foam should be anrered with an appropriate fire or welders blanket and a fire meted by a patent wititout aLrthfol' ewatch should Oe provided. boyarassumesalltskS whatalsndesfA arty baerrrs or other dVapor Retarder lunitad b the urchase price lto arryBayseal CC qqueries as a retarder as defined by the Ultamational Code procedures shall relieve Bayerma►wfaxlttrerCouncil and ASHRAE(class li)at a minimum thicinds of 1 inch.Building with n sped to the me ens and 11>etr use th construction types with a ppeersistent,high moisture drive require adddiortat moistureremedia ,as local buldtri tion g codes dictate.This is including climate zones 5 and higher in the U.S.,as defined In 2004 Supplement to the IRC,Table N 1101.2. Application Applicators should limit B"'I CC thkivkess to 3'per pass for optimal processing and physical properties Second pies if necessary strould be applied after 10 minutes cure of On.If additionaf passes are needed,applicators should waft 30 minutes between passes for optimal foam processing. Handling and Safety Respiratory protection is MANDATORYI Contact Bayer Material Science for a copy of the Model Respiratory Protection Program developed by API or visit their website at www.polyurethans.g. Persons with known respiratory allergies should avoid exposure to the'A component. The A component contains reactive isocyanate grouts while the component contains amine and/or organometalgc catalysts with blowing agents. Both materials must be East office West Office. 2400 Spring 8tuebner Road PO Box 6460 Spring,TX 77389 Phoenix,AZ 65005 i%IA Bay-Systems 1.800.221.3626 1.800.289.8272 Tel 281.350.9000 Tel 602.269.9711 Fax 281.288.6450 FaK 602.269.9115 baysystomsspray,aom 9200B DOM M3tff eMMWMADft"MWi i 03/09/2011 14:13 FAX 508 339 1459 IDI Boston 2 0004/0010 :! i • �ra r w 0. ! y Baye.r 1ViaterialSci.enc : Div. 7-Thermal and Moisture Protection Closed-Cell Insulation Technical Datasheet: 06/17/08 Product Description Environmental Consideration and Bayseal PP closed-cell spray polyurethane foam insulation Is a two Substrate Temperatures component HFC-245fa blown,low-fensily system designed for commercial A Icators must recognize and a and residential insulation in cold weather applications. ppinticipate climatic conditions prior to application to ensure highest quality foam and to maximize yield.Ambient Closed-cell polyurethane foam yields a high R-value and minimizes air air and substrate temperatures,moisture,and wind velocity are all critical and moisture infiltration.Bayseal PP increases structural integrity,therebydeterminants of foam quality Extreme ambient air and substrate temperature i will influence the chemical reaction of the two components,directly ffect n extending the Iffe of a structure,This product also aced with v to a healthier the yield,adhesion and the resultant physical properties of the foam insulation. indoor environment ondeby,c n ation, problems mildew associated with vapor drive, To obtain optimum results,Bayseal PP should be spray-applied to substrates PP a is inner wail condensation,mold,and mildew developmentaloesBayseal when ambient air and surface temperatures are between 30OF and 80°F. A4 se expands during envelope, lo provide increased performance values by substrates to be sprayed must be free of dirt,soil,grease,oil and moisture sealing the building envelope, grior to the application of Bayseal PP.Moisture in any form:excessive umldity(45MR) rain,fog or ice will react chemically will adversely affect The Bayseal PP system is comprised of an"A"component or aromatic system performance and ouresponding physical properties.Application should diisocyanate manufactured by Bayer MatedalScience,anal a blended'B' not take place when the ambient temperature is within 5°F of the dew point. component which includes polyols,fire retarding materials,catalysts and non- Wind velocities in excess of 12 miles per hour may result in excessive loss ozone depleting blowing agents. of exotherm and interfere with the mixing efficiency of the spray gun affecting foam surface texture,cure,physical properties and will cause.overma. Precautions must be taken to prevent damage to adjacent areas from fugitive Recommended Uses overspray. -Walls •Unvented Attics -Ceilings -Floors -Vented Attics -pion Processing Parameters Store at 650 to 85OF in a dry and well-ventilated area Material In containers shoulo •Unvented Crawl Spaces -Vented Crawl Spaces -Foundations be maintained at 65°F to 75°F while hi use. Heated trailers,hotboxes,or headed -Concrete Slabs -Ducts •Tanks tank storage may be necessary. Material temperature should be confirmed with a thermometer or IR gun.(continued) Cold Storage -Freezers -Coolers f ASK" Pmpertdes Test Nlletiod Value Processing Parameters& FtrgiResist�lwr ASIMc21 Zaroll g Physical Characteristics f±\"(agedg ASTMC616 69 per ich PreteaiarTemperatre: W and Ir125.135°F R-13 at 1.9 hdres 24 al:3S ndtre Hose Temperature: "A"and Ir 125-WIF R-19 at 2.75 inches 37.8 it 5.5Indies Pressures: 10W400 psi(dynarricp 54.3at79 ildles Ma Rala: t to 1 by Am"A•to'B• Sound Tralsni�an Coelident ASTM E�9085E413' 43(STC) Visoosily at 75°F: 40M cps T Component Now Reduction Carbait ASlMC423 02 trRC1 COMPIM s Sl"h ASTM D-1621 1520� OnDeristy. ASTMD-10 1.9-22W& Product Reactivity closed Cell content AM D-M >9296 Processing Designation: Winder Te sue Sd yh AM D4623 56-66 psi Surface Twiperahue: 3DWT Moisture VhporTrasrramon Oar mnce;ASTM E-% am Pans at 1" - CreamTime: 152A seconds 023 Pans et as Gel Time: 3,035 seoalds 1114 Pans at 5.5" Tads Free Time: 354.0 swm& alo Penis at 7.g Cure Thte: 4 hours O'insimiadSlaw. ASTM02126 (7d*at158°F,45%" % hMInVIJme 6% Air Leeksge Role: ASrME72M Oat 0,01myd Teat values may vary dq=ding on type of equipment,etiulpment settlnas and eovlmnmenM eondidons. . 03/09/2011 14:1.4 FAX 508 339 1.459 IDI Boston IA000510010 Baysea ITM PP Surface Burning Characteristics ASTM Method E84(UL 723) Credentials/Certifications. NOTE: Bayseat PP is a Class I formulation;as set flame set forth under Underwriters :, rating Laboratories ASTM E-84(UL 723,NFPA 255,UBC Standard 8-1). Flame Spread x� ' is not intended hazards reflect Smoke Development u� or any other material un- de►actual fire conditions; Nominal Thickness(Inches) Processin Equipment-(Continued) spray is recommended for spill fires. Personnel fighting the fire must be 2;1 transfer pum�s are mm recoended for material trans*from gainer to the equipped with NIOSH approved sag-contained breathing apparatus. ProportJoner. Cleaning of Spills•or Leakage The plural component pproportioner must be capable of supplying each Cover Uia area with an inert absorbent material such as day or vermiculite component within m 29, of the desired 1:1 mil ratio by.vo(ume.Hose and transfer to metal waste containers. Saturate with water but do not goal. heaters should be set to deliver 125OF to 135 mixing to the spray gun, the container with the isocyanates and water mixture. The area should then These setti s will ensure thorough'mizing in the spray gun mix chamber be flushed with large amounts of water in the case of the'B"vomponent,or a in typical apOicalions.Optimum hose pressure and temperature will vary 5%aqueous ammonia,in the case of tie W.component Dispose of t hese with equippment type and condition,ambient and substrate conditions,and materials in compliance with federal,state and local regulations. the specific application.Some equipment maY require you to heat drums to Caution: Isoc anates will react with water and generate achieve optimum material temperature. It is the responsibil of the appplicator Y g to properly interpret equipment technical literature particularly iiAomration carbon dioxide.This could result in rupture of closed that relates acceptable combinations of gun chamber sae,proportioner containers. Liuz ut and material pressuhereand the capeciI ofthe proportionDisclaimer 18 8rote;representative for specific recommendations,priang,end availability of spray and auxiliary equipment. The data73in harem ado not CAUTION: Extreme care must be taken when removing and oftheir t>ser rtreinstalling drum transfer pumps so as NOT to reverse the"A" derminicfsand"B".components. frtal detef fifiess of fhe poduct for any partiatlar use is the responsbfliH of the buyer. 'thermal Barrier Ail guarantees and warranties as to products supplied by Bayer Mat6rialSaenoe shall IRC and IBC codes require that SPF be separated from the interior of a building by a an approved fifteen f151 minute thermal barrier,such as 112'gypsum wail have only those guarantees and warranties expressed by the manutactm, The board orequivalent lnstal per manufachirer s instructions and corresponding boyar's sole re as to any material claims hMill be sgdmI the manufacturer of code requirements:There are exceptions to the thermal barrier requirement the pduct The data on thisproduct s to be used as a nude and (1)Code authorities may approve coverings based on fire tests specific to the is sublect to change without notice. The information herein Is believed to -be refiabk SPF application.For example covering systems that successfully pass large but unknown risks maayy b�eppre�s�e�nt NO WARRANTIES EXPRESSED OR IMPLIED, scale tests ma be appproved by code authorities in lieu of a thermal barrier; INCLUDING PATE 7VVARRANTIES OR WARRANTItS OF MERCHANTABILITY (2)SPF protected by 1'thick masonry does not need a thermal barrier.Certain OR FITNESS FOR USE ARE MADE BY Bayer MateriatScience WITH RESPECT materials that offer protection from gnition,called'ignition barriers;may not be TO PRODUCTS OR fNF�ORMAIION SET FORTH HEREIN. Nothing contained considered as thermal barrier aRematives unless they comply with NFPA 286. herein shall constitute a permission or recommendation to practice any invention Applicators should request test date and code body approvals or other written corner by a patent without a license from the owner of the patent A000uding , indications of acceptability under the code to be sure that the product selected b assumi risks whatsroerer as to the use of these materials arM b s offers wife-cornpliant protection. excusive remsmairy txeadnofnegliorother cairnb the assprove athematerialsaauretoereto a�recommendedApplicators should ensure the safety of the 1'obsite and construction personnel Procedures sNeve Bayer MaDwfalSdence and the rtranufacbiwofbypostiwith respect tmaterias and thetr use ttsteof. soldering,and Guthr�wd>i Porches should take place no less than 35 feet from any exposed foam It'hot work'must be performed all spray polyurethane foam should be covered with an appropriate fire br welder's blanket and a fire watch should be provided. Vapor Retarder Bayeeal PP qualifies as a vapor retarder as defined by the international Code Winct and ASHRAE(class II)at a minimum thickness of 1 inch.Built ft construction types with a persshent_high moisture drive require addition moisture remediation,as local bwl imng codes dlctahe.This is i tcbd*m climate zones 5 and higher iri the U.S.as deflnea In 2004 Supplement to the RC,Table N1101.2 Application Appicators should limit Bayseal PP thickness to.3'per pass for optimal pocessing' and physicalproperties.Second pis if necessary should be applied after 10 minutes of cure 6nne.I additional{ems are needed,applicators should wait 30 minutes between passes for optimal foam process. Handling and Safety Respiratory rotectton IsMANDATORYI Contact Be or Material Science for a copy of the f�lodel Respiratory Pro toercttion Program developed by API or visit rth�e nwgebsoean I��carefully,allwA,ving any pmrcessurhes�tie rel�iu ved slowly and safely. Wear chemical safety goggles and rubber gloves�an' ndIin ag or working with these notaries. In ceee of eye contact Immetely flush with large amounts of water for at least fifteen minutes,consu physician immediately.In case of skin contact,wash area with soap and water Wash dothes before reuse. Fire Hazard Fires involv'iN either of these components may be extinguished with carbon dioxide,dry chemical,or inert gas. Application of large quantities of water East Office west Office 2400 Spring Stuebner Road PO Box.6460 �+ Spring,TX 77189 Phoenix,A2 85005• � n Bay-Systems 1.800.221.3626 1,800:289,8272 + Tel 281,350.9000 Tel 602.269.9711 Fax 281.289.64S0 Fax 602.269.9115 bayayetemsspray.cofn cxom sera MmrAo 9cwca N righft nee vel 03/09/2011 14:15 FAX 508 339 1459 IDI Boston U 0006/0010 SERVICE Must.WidelyAccepted and Trusted, IMES Evaluation Report ESR-2072 Reissued September 1,2010 This report is subject to re-enemkWon In one year. w ww.icc-es.ora ( (800)423-6587 1 (562)699-W3 A Subshtfary of the International Code Counclle DIVISION:07 00 00—THERMAL AND MOISTURE intended to be installed as a component of ticockelling and PROTECTION wail assemblies.The materials are two-component,dosed Seatlons 07 21 00--Thermal Msukvdo a cell, one-to-ot"y-volume spray foam insulations with a nominal in-place density of 1.9 pcf (30 kg1m). The REPORT HOLDER: insulation is produced In the field by combining a polymeric isocyanste(A component)with a polymeric non blend IS BAYER MATERMMiENCE,LLC component).The Insulation liquid components have a shelf 3010 WEST LINCOLN STREET We of sik months, are supplied in nominally 56-Won PHOENK ARIZONA 85009 (208 L) drums and must be stored at ternperabrres (602)U94711 between 65OF(18°C)and WF(29°CJ www.BavSvstemssoravccin 3.2 Surfacofiuming Characteristics: EVALUATION SUBJECT- The insulation at a maximum thiclums of 4 Inches(102 mm) and a nominal density of 1.9 pef(30 kghn)has a 8AYSEAL- CC AND BAYSEALm CC POLAR SPRAY- Index of 25 or less and a smoke-developed APPLIED POLYURETHANE FOAM INSULATIONS index of 450 or less when tested in accordance with ASTM E 84.Greater thicknesses are recognized as described in 1.0 EVALUATION SCOPE Sections 4.3 and 4A. Compliance with the following codes: 3.3 Thermal Resistance(R-values): IN 2009 International&gd&7g(ode°(IBC) The insulation has thermal resistance(R value)at a mean ■20091n1em8tiona1 ResidVWW Code°(IRC) temperature of 75°F(24°C)as shown in Table 1. a 2009 i»femaho"Energy Conservation Code°(IECC) 3A Vapor Retarder: ■ Other Codes(see Section 8) The foam plsetic has a vajw penneancce of less than Properties evaluated: 1 pemn(6.7x104'kglPa.&4r when applied at a minimum ■ Surface4xunhV cherecteeristim thlclote,4s of 1 inch (25.4 mm) and qual7ies as a vapor a.Physical propertiesretarder. ■ Thernal resistance 3.5 Air Permeability: ■ Attic and crawl Bayseal!m CC and BayseaI TO CC Polar spray foam space htstatfation insulations are air-impermeable In accordance with Section a Air pemveability R808:4 of the IRC,at a minim wn thtdatess of 0.75-inches in Vapor pemaeanoe (19.1 min), based on testing In accordance with ASTM a Exterior wails in Types I!trough IV oonsbixtion E 283. 2.0 USES 3.6 Bayseal lv IC hmtut wecant Coating: Bayseal", CC and. Bayseai"A CC Polar spray loam Bayseat'° IC Intumescent coating is a one-component, Insulations are used as thermal Insulating materials in wager-based polymer mating. BaysealTM IC Intumescent Type I, ll, Ili, IV and V construction under the IBC and coating is supplied In 5-galion (19 L)palls and 55-gallon dwellings under the IRC:See Section 4.5 for use in Type I, (208 L)drums and has a shelf life of one year when stored 11,ill and W construction.The insulations are for use in wall' in afactory-sealed container at temrpemiures of WF cavities, Boor assemblies or calling assemblies, or attics (1VIC)or above. and crawl spaces when Installed In sogordaroe with 3.7 Flame Seal*TO tntumescentCoaSng: Section 4.0. Use of the Insulations In Bre4wistance-rated construction is outside the scope of this report Flame See TB, manufactured by Flame Seal Products 3.0 DESCRIPTION Inc., is a two-anent; four-to-one-by volume. liquid- applied, water-based polymer Intumescent coating. The Plastic fntruiati a coating is supplied in 5-gatlon (19 L)palls and 55-gallon (208 L) drums and has a shelf I fe of six months when BWwal"m CC and Boys""' CC Polar spray foam stored in a faces container at temperatures insvMorts are medurn density polyurethane foam plastics bety een 40°F and WF(4°C and 320C). TCGBShSao(�R�asemra�mbeeaasrmrdm•re�r�rlDgmmryodkvragaD�lyar�nsr4uaPtmerbrymb.owed w mi vArsawo qf*em&jeaqf&v mp&r*rareto*wmd4&&wftrtous&Therehas%wrmVby1CC6mA"doaSavhm=cWmpor6epdkdW roavjkftorodeariuerint reporxaravroamspmdracowradbyN,aAV4K Cam®20r0 Page I of I 03/09/2011 14:16 FAX 508 339 1459 IDI Boston C(7.j0007/0010 ESR•2072 1 Abet Widely Accepted and Trusted Page 2 of 4 4.0 INSTALLATION plastic insulation is not exposed. The insulation as 4.1 General: described In this section may be installed in unvented attics In accordance with IRC Section t .4. BayseaiT1° CC and BaySeafT"" CC Polar spray Loam 4rL2 ItcetlOn without a Present Insulations must be Installed la accordance with the Barrier p� Ignitionmn ani f cturer's published installation inotr dions and this report.A copy of the manufacturer's published insWation 4A.2.1 general:Where Bayseal-CC andlar BoysealTM instructions must be available at all times on the jobsite CC Polar insulation Is installed without a prescriptive during installation. ignition barrier as described in Section 4A.2.2 or 4.4.3, in 4.2 Application: attics and crawl spaces,the following conditions apply: The insulation is spray-applied on the jobsib cuing a ■ Entry to the attic or crawl space is only to seance utilities volumetric positive displacement pump as identified in the and no storage is permitted. Bayer MatertaiSeienee application instructions. The • There are no Interconnected attic or crawl space areas. maximum .service temperature worst not exceed that specified in the menufactuner s punished installation ■Air In the attic or crawl space is not circulated to. Instructions.The foam plastic must not be used in etecirfroi pacts of the building, ouft or function bones or In contact with water.The foam fro en Under-floor (crewl space) vemtitatioh is provided when piastre must r be sprayed onto a substrate that is vast,or by IBC Section 1203.3 or IRC Section R408.1, covered with boss or ice,louse states,rust,oil,or grease. as applicable. The insulation may be applied at a.maximum thickness a Attic ventilation provided when required IBC of 3 uses (76 man) per pass ups the maximum total Section 1203.2. or IRC Section.R806, except Additioncknessal as In Sections after 4.3 and 4.4.or alr4mpormeable insulation la permitted in unvented moreof c passes may he apptlad after tan minutes or attics in accordance with Section RMA of the IRC. more of curing tinge. 4.3 Thermal Barrier: ■ Combustion air must.be provided In accordance dance with 4.3.1 AppthraKion with a Presdalptve Thermal Banter. Section 701 of the 2009 lWiemalkwX Afec hanlael Coe (IM% Bays"Ift CC and Bayseala" CC Polar spray foam I elation must be separated from the Interior of the 4A.2.2 Use with Boyseallu IC intumescent Coating: building by an approved than" barrier of T/rinch4hick BaysealT"" CC or Bayseal7m CC Polar insulation may be (12.7 Mm)gypsum wallboard or an equivalent 15-minute spray-aimed to the underside of roof sheathing andtar thermal barrier complying with,and installed in accordance ratters,and the underside of wood floors and/or floor joists with, BC Section 2603.4 or IRC Section R316A, as In crawl spaces as described In this section.The thickness' applicable.Thidaresses of up to 8 inches (203 mm)for of the foam plastic applied to the underside of the wood wail cavities and 12 inches (305 mum)for caging cavities floW or roof sheathing must not exceed 12 inches are.recognized, based on room earner fine testing in (305 mm). The thickness of the spray foam insulation accordance with NFPA 286. applied to vertical wag surfaces in antes and crawl spaces 4.32 Application without a Proscriptive Thermalmurst not exceed 8 inches (203 mm). All -foam plastic Border with Flame Seale TO intumescent Coating:The „surfaces must be esccovered with 4 dry mils a-r mot of prescribed 15-ndnute thermal barrier may be omitted when gallon( IC Intumescent coating,applied . arseeft l- IC installation is In accordance with this section. The gallon(ce L)per 100 may beare feet ed y brush,Bay�aE or Bayseal*"' Closed cell Insulation and Flame Seal® TB BMWs s� Coating may a spited b twee roller d system may be used in lieu of the prescribed 15-minute 116-F sprayer d ambient d rela he hu between 50°F end. 11S'F(1ti�°C and 48°C)and relative thurmidityr et less than themhal barrier.The foam plastic innsulatioh thickness must 75 percent.Surfaces to be cued must be dry,clan,and not exceed 6 Inches(152 mm)In walls and Ceilings, and has of dirt, loose debris and any other substances that the insulation oust be owiered with 18 dry mile(0.46 mm) could interfere with adhesion of the Coating.Bays"M CC of Flame Seal. TB 'rn turnescent coating applied at a and BayssalT" CC Polar Insulation, as described In this minimum rate of 1.6 gallons (6 L) per 100 square feet section.may be installed In unvented attics in accordance (9.3 m�.The substrate must be dry,clean and free of dirt with RC Section R806.4. and loose debris or other substances that could interfere with the adhesion of the Coating. Flame Seale TS may be 4A.3 Attic Flocs: applied by aaless sprayer at ambient temperatures Use on.Attic Floors with BayseatTv IC Intumescent between 50°F and 11611F (106C and 46°C) and relative Coating: Boyseai11° CC and BeysealT"" CC Polar humidity of less than 70 percent. insulation may be installed at a maximum thickness of 4.3.3 Use as Interior Finish:The Bayseal ""closed cell 8 Inches (203 mm)between and over the joists in aft. insulation and Flame Seat TB intumscent Coating floors.All foam plastic surer must be centered with 4 dry system,as described in Section 4.3.2,may be used as an ails (0.1 mm) of BoyseoiTM IC intumescent cxiaflap Interior finish In all consWO..on types, uniformly applied at a rats of 0.5 gallons (1.9 L) per 4A Attics and Crawl Spaces: 100 square feet (9.3 rn BaysealT" IC Inturnescent Coating may be applied by brush, roller or airless sprayer 4 4.1 Application with a Prescriptive Ignition Barrier: at ambient temperatures between 50OF and 115°F When BeyseatTu CC and/or BaysealT""CC Polar insulation (1(°C and 46°C) and relative humidity of less than is installed within attics or crawt spaces w we entry is 75 percent.Surfaces to be coated must be dry,clean,and made only for service of utilities,an ignition barrier must be tree of dirt, loose debris and any other substances that Installed In accordance with IBC Section 2603.4.1.6 or IRC could interfere with adhesion of the coating.The Insulation Sections R316.5.3 and R316.5A. as applicable. The must be separated from the interior of the building ignition barrier must be consistent with the requirements (bench the elk) by an approved thermal border. The for the type of construction required by the applicable Ignition banter in accordance with IBC Section 26MA and coda: and must be Insteged In a. manner so the foam IRC Section R316.5.3 may be omitted. 03/09/2011 14:18 FAX 508 339 1459 IDI Boston Q 0008/0010 ESR 2072 ( Most Widely Accrepted and Trusted Page 3 of 4 4.5 Exterior Walls In Types 1, II, 111 and IV 6.0 EVIDENCE SUBMITTED Construction: GA Data in ,accordance with the ICC-ES.Acceptance When used on walls of Type 1, 11, 111 and IV construction, Criteria for Spray applied Foam Plastic Insulation the assembly in which the Baysealn'CC.or SaysealTM CC (AC377), dated June 2010, including reports of tests Polar spray-applied polyurethane insulation is used must in accordance with Appendix X. oomph with Section 2603.5 of the IBC and must be 6.2 Reports of room comer tests In accordance with Installed at a maximum thickness of 3.25 inches(82.6 mm) NFPA 286 and UL 1715. In accordance with the manufacturer's published installation instructions and this report_The potential heat 6.3 Reports of potential heat of foam plastics testa in of the foam plastic in any portion of the walls or panels accordance with NFPA.259. must not exceed the potential heat. expressed In Btulfts (MJ/m�} of the foam plastic Insulation contained in the wall $A Reports of arc leakage tests In accordance with ASTM assembly tested in accordance with NFPA 28& The E 283. potential heat of the Baysealm CC or BaysealTM CC Polar stray-applied po"thane Insulation is 1838 Btu/ftz 7.0 IDENTIFICATION (20.9 MJirr p)per inch of thickness. Components for Says"'" CC and BayseelTM CC Polar &0 CONDITIONS OF USE spray-applied foam plastic Insulations are identified with the manufacturer's name (Sayer Materialf3cience, LLC), The BaysealTM CC and Baysealn"CC Polar spray-applied address and telephone number, the product name foam plastic insulations described in this report comply (Bayseal'm CC or Saysealn" CC Polar); mixing with. or are suitable alternatives to what Is specified In, instructions; the density; the flame-spread and smoke- those codes.11sted in Section 1.0 of this report, subject to development indices; the evaluation report number the following conditions: (ESR-2072), and the name of the inspection agency 5.1 The products must be installed in accordance with the (Underwriters Laboratories Ins~). manufacturer's published installation instructions,this Each pail of BaysealTM IC intumescent coating is labeled evaluation report and the applicable code. The with the manufacturer's name (Bayer MaterlaiSdence, .instructions within this report govern it there are any LLC)and address;the product name(Bayseallu IC);and conflicts between the maniac kaeW published use instructions. Installation instructions and this report. Each pall of Flame Seale TB Intumescent coating Is 5.2 The Insulation must be separated from the Interior of labeled with the manufacturer's name (Flame Seal the budding by an approved 15-minute thermal Products Inc.) and address; the product name (Flame barrier, except when installation is as described in Seel*TB);and use Instructions. Sections 4.32 and 4A'. 8.8 OTHER CODER 5.3 The Insulation must not exceed the thicknesses noted In addition to the codes referenced In Section 1.0, the In Sections 32,4.3 and 4.4 of this report products described U this report were evaluated (or 5A The Insulation must be protected from prolonged compliance with the requirements ttents of the following codes: exposure to weather during and after application. a 20%International Bddlding Codee(2006 IBC) 5.5 The Insulation must be applied by contractors certified ■ 2006 Interrm8arial Residential Code*(2006 IRC) by Bayer MatedaiSclencs,LLC. 5.8 When use.is on buildings of T a 2006 IntemadorW Energy Consetw0on Coe (2006 g Types 1; 11, 111 and IV IECC) construction,documentation must be submitted to the code official 2003 Ihtemar7onal Btr�dinal verifying that the Insulation has been g Code®(2003 IBC) qualified as a.component of an assembly tested in a 2003 International Residential Code*(2003 IRC) accordance with IBC Sections 20D3.6.1,2603.5.5 and 2603.5.7. The maximum potential heat of the foam * 2003 Intemaffonaf Energy CornservaWn 000 (2003 plastic used in the assembly must be no greater than IECC) that noted in Section 4.5. The products comply with the above-mentioned codes as 5.7 Use of the insulation in areas where the probability of described in Sections 2.0 through 7.0 of this report, with temtte Infestation is "very heavy' must be in the revisions noted below: accordance with IRC Section R318.4 or IBC Section n Application with a Prescriptive Thermal Barrier.See 2603.8,as applicable. Section 4.3.1,except the approved thermal banter must 5.8 Jobsite certification and labeling of&a insulation must be installed in accordance with Section R314.4 of the . comply with IRC Sections N1101.4 and N1101.4.1 2006 IRC or Section R314.12 of the 2003 IRC, as and' IECC Sections 303.1.1 and 303.12, as applicable. applicable. ■ Application with a Presailpfhse Ignition Banter.Sea 5.9 Use of the insulations In fire-resistance-rated Section 4.4.1 except ethos must be vented In construction Is outside the scope of this report accordance with Section 1203.2 of the 2006 and 2003 iBC or Section R806 of the 2003 IRC,,and crawl space 5.10 BayseaiTM CC and Bayseat*ft CC Polar spray-applied ventilabon must be in acbonlanco with IBC Section foam insulations are produced by Bayer 1203.3 of the 2006 and 2003®C or IRC Section R408, MatertalSclence, LLC, In Phoenix, Arizona, and as applicable. Additionally, an ignition barter must be Spring, Texas, under a quality control pmgrasn with Installed in accordance with Sections R314.5.3 or Inspections by Underwriters Laboratories Inc. R314.5.4 of the 2006 IRG or Section R3142.3 of the (AA-M)• 2003 IRC,as applicable. 03/09/2011 14:19 FAX . 508 339 1459 IDI Boston 100009/0010 ESR-2072 I Most 14rd*Accepted and Trusted Page 4 of 4 a Application without a PnK%c dptiW Ignition Barrier, accordance with Section R320.5 of the 20M IRC or See Section 4.32, except attics must be vented In Section R320.4 of the 2003 IRC. accordance with Section 1203.2 of the 2008 and 2003 a Jobsite Ceniflcattan and labeling: See Section 5.9, IBC or Section R806 of the 2003 IRC,and Crawl space except jobsite Cm0cation and labeling must comply ventilation must be in accordance with IBC Section with Seetions 102.1.1 and 102.1.1.1. as applicable, of 1203.3 of the 2006 and 2003 IBC or IRC Section R408, as applicable. the 2006 tECC. ■ Protecfbn a9atnst Termites:See Section 5.7, except use of the Insulation in areas where the probability of termite infestation Is "very heavy' must be in TABLE 1—THEPMAL RESISTANCE{R VAL UESS THICKNESS(Indies) &VALUE(°F.tte.k%W) 1 6.9 2 14 3 21 3.5 24 4 28 5 34 5.5 38 6 41 7 48 7.6 52 8 55 9 82 10 69 11 76 12 83 For SI:1 hidt=25.5 mm:1°P.te.hlBtu=0,176 110%IeAN. 'R values are cetatlaled.basead on tested K values at 1 erect 344nch Okknesses. lD'Wo OWN OF BARNSTABLE Building Department - Foundation Permit ° � o 0 Date lohb0 Permit # cZOI UoYVS3 Name ANTg6 N y F0 L.2No.. Tp- Location [09 S rA-Pula:T � O ST iERvD- � Insp. of Bldgs. _� PQ 9 �ti � + ,' ` r ' � ' . / t �._,�� 1..:.�.�'+,- �J _�,� . , �✓ 1 `, i' �► _ �.� , � _ ..�_ _ :; - l�_ '� f , - Rt+3r� � � , �, � '� � _ � • _ ;r► • � r F �-. � M 'r S l- ` .� .. t 12/17/2010 14:54 9784551257 TEWKSBURY PAGE 01/01 �N6tNEERIN6, NG December 15,2010 Mr.Jeffrey Lauzon Building Inspector 200 Mom Street Hyannis,MA,02601 RE: Wall and Roof Sheathing inspection Site Address: 109 Seapuit Road,Osterville,MA Mr.Lauzon, Martel Enginecring,Inc. is pleased to provide you with this letter following the inspection of the exterior wall and roof sheathing. Mr.Michael Martel P.E.visited the site on December 146,2010 following your inspection of the wall sheathing. Mr.Martel met with the framer to install ftes that will stiffen the walls without removing the sheathing. The roof sheathing was installed correctly and was capable of receiving the roofing Material. The installation of the sheathing was performed incorrectly and modifications to the framing were added to correct these issues. Diagonal bracing was added to the corners of the structure to reinforce the shear walls. The strapping between floors were added to the outside of the sheathing and nailed into the studs above and below the second floor. Once these repairs are made the siding can then be installed per plans. These repairs will be inspected 4t the time of the framing inspection performed by the engineer. Should you have any questions regarding this subject,please feel free to contact our office. Sincerely, MARTEL ENCINFERINQ, INC. v �+OF .` M.ICt1AEl E. hA4RTEL S7R W0 � .'4 y .4!6 j r ►^ O Oct- Michael E.Martel, P.E. 7 NA. ' President e"'�•• I Kearsage Street a Tewksbury,MA, 9 (978)204-2753 PROJECT NAME: �.�� JS�— . ADDRESS: -� PERMIT# Z 4 IO O Li q 03 PERMIT DATE: �.1 t c7 M/P: l g l Z OC�Z LARGE ROLLED PEAKS ARE IN: B®X SLOT �' 3 Data entered in. MAPS program on: BY: U `� � ° ANY CONSTRUCTIT INCR FfA B DCrUw�tl�jl i �3 T K9E§IUlftGP,iI;WE PHOEM AWHIT&M I. IN� EM �N2A0 SaM A9f�Rl�•IEHE •A� 2+e-oeMASSAC8 NO*STkLSEPAN OF ADDITIONA KeE 9RS. INST PERMIT I PETER L SANDORSE ALA PRINCIPAL �- TI NfRE �I�ClFRIETHE r PER�� I 76 StNOKEG > E { GL@tWICAL NOTE: y PERMIT DOES NOT SATISFY THIS RE lbPALtTAENL ALL DIMENSION TO BE FIELD VERIFYED&CHECKED. CONTRACTOR TO REPORT B—POST On POST CHANGES AND OMISSIONS TO / ARCHITECT. 1 IMPORTANT ANY CONSTRUCTION THAT INCREASES LIVING SPACE BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE t 1. INSTALLATION OF ADDITIONAL SMOKE :DETECTORS. 1 (- PPDWOE ACCESS PANELTO EAVE e•a•KNEEWA .I .` NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE 7 1 ' 1 INSTALLATION OF SMOKE DETECTORS,—THE ELECTRICAL 1 I 1 PERMIT DOES NOT SATISFY THIS REQUIREMENT. UNFINISHEDATTIC 1 m 1 PWTw ————————— ----------�I 1 . vWT uP 1 I I 1 I I 1 h—mw. I I �W I I I e EAVE _ 5 � I STORAGE I P01T M vosT w I Portr w R � 1 J 6'O•KNEE WALL' jf ED ARC SAND�>F� OP � Al10N ' Ke POST WIN BELOW 1 VJ 3 AK FIELD, : OF MPSgP No. Rlwworm� Data 3 i PERMIT ONLY PROPOSED ATTIC FLOOR PLAN N PROPOSED + , ATTIC ATTIC: 805 SOFT. vApNmneAm.. SECOND FLOOR 1848 SOFT. - McCARTNEY RESIDENCE ATTICE IS 43%OF THE FLOOR BELOW � 1 '1 109 SEAPUrr RD. U OSTERVILLE,MA ,I 1 3.7.11 X ' I -PHOENIX COLLABORATIVE ARCHITECTS 1V`1'_' PHOEM ARCHITB M 1AKEFn D MASSACHUSETTS O O O O (M) 246-0988 AND-2m7 99{ PETER L SANDORSE A.LA. PRINCIPAL 1 -� NOTE: ALL DIMENSION TO BE FIELD VERIFYED&CHECKED. { CONTRACTOR TO REPORT -------------------------.,---_ - -- _ CHANCES AND OMISSIONS TO ARCHITECT. _ p 7° 3° i FTFI SITTING I j ENTER ,IR 7 J EXERCISE 3 BATH ao. U -4 w «m OFFICE � .� 0 R�hi t S 3°�;° m �> 1 40 c ! y jvt, f STORAGE 0 MPSSPv HALL ' 0 a S 1 O 2 1 � WINE No. ReNelon roue Dote m LJ `J UP PROPOSED BASEMENT LAYOUT- 12-28-10 BASEMENT INTERIOR T 4 = 1-o �OEp PLAN McCARTNEY RESIDENCE 109 SEAPUIT RD. OSTERMLLE, MA 1 0217.11IRW- 1 I PHOENIX COLLABORATIVE ARCHITECTS 1/4`=1'-D' FOOTING NOTE: ALL FOOTINGS MUST BE PLACED ON UNDISTURBED SOIL OR COMPACTED FILL BUT IN NO CASE LESS THAN THE FROST LINE DEPTH. (4'-0-MIN.)(CONTRACTOR TO VERIFY SOIL CONDITIONS UNDER ALL FOOTINGS.) - * PA H HMMS SMOKE DETECTORS REVIEWED (7BI) 248-OBBB J • ,...,�y:'�"� PETER L 9ANDORSE A.I.A. PRINCIPAL NOTE: 4#8"BUILDIDEPT, y,,, :� '� ``-•' ANY WOOD IN CONTACT DATE `%':•'' W/CONC. MUST BE P.T. NOTE: ALL DIMENSION TO BE FIELD FIRE DEPARTMENT DATE VERIFYED a CHECKED. CONTRACTOR TO REPORT BOTH SIGNATURES ARE REQUIRED FOR PERMITT/NG CHANGES AND OMISSIONS TO ARCHITECT. o INTERIOR SPREAD FOOTING I f •-- - GO y�. WuxaT,wu ---------- i i ' ' I ; O ? a&FRAME WALL ALTHO t,. , o --------- I r vn4 FLaoR,psyT 5/8' ANCHOR BOLTS AT 28* O.C. 2( )P.T.SO ee SLOPE AWAY FROM FWD. • d ------ I I z R®ON ZH OF TOP wd BOTTOM ��. /Pj,4 sz Ll q MICHAEL E. tiN v --------I J Iz-o•X 14!x Ir S a p MARTEL r<+ p 1or CONC. oVIOE FRENCHDRAIN AT PER.TYP. : V STRUCTURAL I I i POSITIVE DRAIN FABRIC COVER No. 416 4 A i I i i'll" COMP.FlLL O A1w4, ___ r,KEY AT FTR A '� FGIS A --------------- ------ - .-...-----I----- I 4 :1 34Z•AT BOTOO p►� `SS/ ------------- ----------------- ------------- t , _ \TYPICAL FND. DETAIL Cl,*.d St— � 1Y elp Not wader 1'-e•Dalo�pose� _r-v � l ; 0 ---- �PRO�OSED FOUNDATION PLAN --------------� _------------, 4 PROi ®� s TION BOARD OVER 3 DAMPROOFING BACK FILL TO Y FINISH GRADE 10" THICK CONC.-F WALL . ?�v �v 1 CONCRETE No. RaAelon Acme Dote GRAVEL •y S s s 7 °s BASEMENT 733':",Y'"-ti Y ;`Yi'.� SLAB GARAGE_ UNDISNRBED -. ,'L�::.��; SOIL SMALL STONES PERMIT ONLY } •'°"'�""""""` i RIGID INSULATION FOOTING KEY PROPOSED FOUNDATION r-�- p PEINW�EFILTER PLAN i FABRIC ' FOOTING DEPTH ' ®�• i (4'-0" MIN. BELOW ' FFRROST OR TO UNDISTURBED SOIL) McCARTNEY RESIDENCE CONCRETE FOOTING ---------------- '_______-----_--------------------- �1 109 SEAPUIT RD. FULL BASEMENT OSTERMLLE, MA - 1 9-28-10 1 -- - — - PHnFNIX r'nw ARnRATI \/F ARC'HITFr'T'�-, 1/8'=1'-0° FLOOR JOIST 2#5 REBAR at TOP PHOENIX ARCHITECTS and BOTTOM AA,KEPIEI,D YA43ACHUSE'1.1'3 EACH WAY TYP. (7B1) 248-0988 10'CONC.FND. PETER L SANDORSE ALA PRINCIPAL BASEMENT 6'coot.slob o I NOTE: ' ALL DIMENSION TO BE FIELD COMP.FILL FOR SLAB '"° •• &Z VERIFYED &CHECKED. z.s XEY AT FTC. CONTRACTOR TO REPORT 24' X 12'CONC.FTC. TYP. OEM ' STEEL DETAILS CHANGES AND OMISSIONS TO 2— 5 top and bottom d ARCHITECT. TTe6ea FOUNDATION DETAIL AT FRONT PORCH """"""""" --a-< -----r O�IAIoere� _e III Fq s STEEL BEAM by } I COLUMN 1 I 7 INTERMEDIATE H, e e F 3/8" PLATE STiFFNERS l! � II I I - 0,;840 --- -------- ------ I I I gKEFiELD. � II —1 (4) 3/4"0 BOLTS MA J I I I CAP PLATE X BM WIDTH gCTHOFMPs� X 5/8" >f - I E N D 0 �g1I- E0 4Rc ---- 3/8" PL STIFF o Qlv� N --------a o- . .... • A PLATE No, 8401 � PROPOSED FIRST FLOOR PLAN T/S COL. D WqA ECD, j ..� SECTION q�THOFMASSPG� If t° CARA 3/8" THICK 4 GUSSET 3 3/4" BOLTS 2 I `T"�'�• SPLICE No. Redelw le a Date PERMIT ONLY PROPOSED FIRST FLOOR PLAN McCARTNEY RESIDENCE 109 SEAPUIT RD. "per OSTERALLE, MA WALLS M11H THIS LINE NEXT TO IT,DENOTES A SNEAK WALL AND MUST BE REINFORCED AClXX7gNGLY(SEE SHEET 7 AND 8) Dq 11mM 9rl 1 9-28-10 2 sas ----- I PHnFNIIX rnl I ARnRATI\/F AP(-,HITF('T"� A PHOENIX ABCHTfEC7S WAioEFEEE.D MASSACHUSE S - vet) zas—oees ti FLOOR JOIST FLOOR JOIST PETER L SANDORSE A.I.A. PRINCIPAL I I �"•���.� — 2B5 REBAR at TOP t 1 and BOTTOM hI L 11 •I EACH WAY TYP. CRAWL SPACE NOTE. 10"CONC.FND. 4'coot. slab ALL DIMENSION TO BE FIELD VERIFYED k CHECKED. REPORT I 11 I BASEMENT COMPACTED FILL FOR SLAB—PIN TO LE GE CHANCESTANDTOMISSIONS TO I I I 0 I 1 i I I S REWIRED ARCHITECT. ____ k 12 VI conc.slab PRODE RIGID INSULATION AT SLAB l�l y —e—w i AS PER BUILDING CODE I I em . — a I BAni COMP.FILL FOR SLAB 2"4 KEY AT FTG. e I 9 6 __ " I O 2—#51 top and b ttom� aaar"n aw I -G,�, —i I FOUNDATION DETAIL AT INTERIOR FND. WALL CD No.8401 m MA J q�l/yOF MASSPG�, I I -Jill" I I .- Aar Aga• I i I I N C� -------- j PROPOSED SECOND FLOOR PLAN j r a ----------------- c I Plt Vim, P BONUS ROOM/0 TIDE -------------y 1 I ACTH OF I 1 g I � � I I t t I I I — I I I 1 r-� I ; 1 I I I I I 4 I ( I y 2 t 4--1--- No. Revlelon/leeue Date I I I PERMIT ONLY I I — =�- I =� PROPOSED SECOND & THIRD FLOOR PLAN NOTE: 1 WALLS WITH THIS LINE NEXT TO IT.DENOTES A SHEAR WALL AND MUST BE REINFORCED ACCORDINGLY(SEE SHEET 7 AND B) I" McCARTNEY RESIDENCE I PROPOSED ATTIC FLOOR PLAN ti�re.I$ I I 109 SEAPUIT RD. j OSTERMLLE, MA a_ 1 9-28-10 3 PHnFNIX C'nl I ARnRATI\/F ARC-'HITFrTR I E �PHOI► I PETER L SANDORS6 ALA PRINCIPAL I �m� � ------------------ ---- -- ---------- NOTE: d.4..a ALL DIMENSION TO BE FIELD CONTRACTOR TO REPORT I �`, -----------® _ VERIFYED & CHECKED. I _ ---- ---------------_��°"°L0" CHANGES AND OMISSIONS TO --------- ----- t - ---- - ---- --- ----------- ARCHITECT. LLUII- ag � ' _________—_____ =^ _ter,._______ ______—______________________ y -_____— _—__i—_ _ ® luml lei ED A��h, /lF• Npo c, PROPOSED FRONT ELEVATION �.� ly m N ' N .840 /- -� WA EF LD, NOFMPSSP� ALL WINDOWS SHOWN ARE ANDERSEN 400 COASTAL SERIES WITH STORM WATCH PROTECTION. WINDOWS gip, HAVE IMPACT GLASS AND HIGH PERFORMANCE o HARDWARE. 0 0• up MP V� i ? --- — ------ ------- - -- ------------------- ACTH OF MP I __ ------ — __—_— - ------------ -- ------_-- -------------------- --- ---------------'m6�-- ----------�L.®.,.v .oa------------------- -------------- --- ---- -- - —----------- 2 ®® _ ----®® ®® -_--------- ---------_1-----------I --_---- ' r-- -•- Nw Redelan/lemie Date ______ pp P�OpPO�ED RIGHT L VATION � TT PERMIT ONLY I , PROPOSED ELEVATIONS ftjwe w� McCARTNEY RESIDENCE I 109 SEAPUIT RD. OSTERMLLE, MA D.� . 1 9 22-10 q- PHnFNIIX rnl I ARnPATI\/F APrHITFnTl:� 1/8°=r-D' PHOENDC ARtCHfIMS T/AEEPIELD HA•9SACHUSETM (781) 248-0988 I PETER L SANDORSE A.I.A. PRMCIPAL l NOTE: ALL DIMENSION TO BE FIELD VERI{ CONTR TOR�TO REPORT CHANGES AND OMISSIONS TO ARCHITECT. emna,m ------------------------ i - ----------- --------- R ED qR 0 , 0cn i - - -NUN ----------1------------ AKE DEL ,�•r.+ A ' --- 4 ---------r-- ---------i-------------- J ---- Q OFMASSPGt PROP rs�r�OSED REAR ELEVATION 3v:s ALL WINDOWS SHOWN ARE ANDERSEN 400 COASTAL SERIES Fc� uj WITH STORM WATCH PROTECTION. WINDOWS a U3 HAVE IMPACT GLASS AND HIGH PERFORMANCE E ELD, A �J HARDWARE. �rHOFMPs�P� — ----__—_____------------ ----------------------- --- ------ ----------------- ---------------------------------------------- --- 4 -- - ---------------------- �. --- m �..<. n ____-ruer✓xx ` _--------- -------- ----------- ---__��armc I ------- - — -- No. Redelmlle a Date -------------- --- --- ---- ------- --- ----- rpolo aa ------- -- -- -- -- ------ - -- - ---- -- ---- -._o ----------- ----------------------------------------- - PERMIT ONLY ------------ ----- --------------------------------------------- P ------- PROPOSED PROPOSED LEFT ELEVATION YZTtF- •f p ee,r aq Amer McCARTNEY RESIDENCE 109 SEAPUIT RD. OSTERMLLE, MA D_ 1 9 22-10 5 PHnFNIX C'nl I ARnPATI\/F APC'HITFrT'::� 12 PFOADE Nmxvc M TVP. ALT ROOF SHINGLES 3/4'PLYWOOD 2x12 R �10 /IS FELT PROPER VENT cr CONNECTION AT JO15T/EAVE AwM.oRIP EDGE PHOENIX ARCHTTECTS- -— - -- ---217 ----- ------ -- 1xx44 TR ABOARD--- --- ------ ------ - cm JolsT .KPHOX.D 1(A.43ACHUSE7'C3 -- 2(�)'� �1xe FASCIA BOARD (let) 248-0988 smarm________—______ ___ Y CONT.SCREENED VENT. ____________ t.SOFFIT ---- —________ PETER L 9ANDORBE ALA PRINCIPAL --- --- ---------- ---- I FACE TRIM tx4 1 flaLL. DETAIL AT MAIN HIX15F 62 EXT. D WALL I PDDPa ralT All W ARAS NOTE: I �01"'`_— ---- --- -------- ALL DIMENSION TO BE FIELD ------------ - ------- -- ---- VERIFYED h CHECKED. ---- _ --------—---—-------— om--------- me..--- ---- I--- ---- ------ - CHANOESTANDT _OMISSIONS TO 1 ED1D8 E59ftf ARCHITECT. I 1 v 7 DGSdIFDI q o PROPOSED SECTION A-A CAI -) 0 84'01 �W 'm' ------_----_ ---- -------- - --- s------ ---- —e &-------------- qW I ELPD, MA BAFFLE RIDGE VENT RIDGE BEAM --_------- NTH OF Jc SS BAFFLE BAFFLE RAFTER aem "", ROOF SHEATHIN ROOF SYSTEM ---- ------- � — ------------ •------ - - — - > tNOFMq ass 1001� MICHAEL E. c a ------ ----- ------- 4 o MARTEL m CUT BACK ROOF SHEA;` ING m _.e q U STRUCTURAL MIN. 1/2" ON EACH SIDE OF RIDGE A NO. 41674 nBAFFLE RIDGE VENT DETAIL "'"�^ ws AA PROPOSED SECTION B-B /� 6 4 3 2 GENERAL NOTES: 1 1. DESIGN IS IN ACCORDANCE WITH MASS CODE SEVENTH EDITION. No. R"alm leeue Date 2. LOADS: ROOF SNOW: 30PSF+ DRIFT ��' •^< ��� , ATTIC 30 PSF ---------- --------------- LIVING SPACE 40 PSF vemxaw__ m'^® -- - - 1°"` BEDROOM SPACE 30 PSF PORCH 60 PSF PERMIT ONLY 3. MATERIALS:CONCRETE }000 PSF n�`.m'°--- ----- -- - -- -- - ------------- - _ y REINFORCING GR 40 __ ----------_-_-____ ___ _ _ STRA992( 50 KSI) na,umc_ ------------------ --------'�"°`"'1 LVLU BEAMS STEEL 2600 PSI PROPOSED ________ BEAMS, JOIST, COLUMNS CONNECTIONS SIMPSON SECTIONS 4 4. DIMENSIONS SHALL BE VERIFIED WTH THE ARCHITECTURAL DRAWINGS. 5. FIELD MEASURE PRIOR TO DETAILING, ORDERING AND INSTALLATION. ® ® ® 6. FOOTINGS SHALL BE PLACED IN THE DRY ON UNDISTURBED SOIL, FREE FROM ORGANIC MATERIALS. ` -_-_--__W ---- ---- - --- ------- _---______ 7. NAIUNG SHALL BE MADE IN ACCORDANCE MATH MBC APPENDIX 'C'. MCCARTNEY RESIDENCE B. BEAM BEARING ON COLUMNS SHALL BE IN FULL WIDTH OF BEAMS. - R CAP PLATES SHALL BE EXTENDED TO COVER BEAM WIDTH. •� m''""'"' ® ��� 9. SOLID BLOCKING SHALL BE PROVIDED WITHIN THE FLOOR UNDER COLUMNS AND BEARING WALLS. ¢ 10. JOIST AND BEAM HANGERS SHALL BE PROVIDED SHOWN OR NOT, ALSO PROVIDE HURRICANE TIES. CAP AND BASE COLUMN CONNECTORS SHALL BE PROVIDED. 1O9 SEAPUIT RD. PROPOD SECTION C-C 11. TRUSS JOIST( TJI) SHALL BE AS SHOWN. OSTERALLE, MA ° 1�SE 12. OPENINGS IN BEARING WALLS OVER 5 FEET SHALL BE PROVIDED WITH DOUBLE JACKS. 13. PROVIDE 6X6 - W 1.4 X W I.4 WWF IN ALL SLAB ON GRADE. Dq wnb 9r1 9 22-10 6 PHnFNIX rn1 I ARnPATI\/F AP(-,HITF(,T'::� PHOENDC ARCH=73 1/AKEInID 11AssACHUsEPIs �.� (781) 248-0888 PETER L SANOORSE ALA PRTNCIP I I NOTE: g ALL DIMENSION TO BE FIELD VERIFYED doCHECKED. CONTRACTOR TO REPORT CHANGES AND OMISSIONS TO ARCHITECT. Dt i E o O o O O o R y/ IT n O O 4U Ei O� a m N ff O �AFIELD. I O TH OF MPSC,P D5 �MQSED SECOND FLOOR FRAMING I - E2 FQ `ac ✓�eeeeeaa� BLOCK FIRST AND LAST TWO BAYS WITH 2X ATT 16"O.C. - _ ♦ _w�,SH OF Aqq d. ALL POLYNOOD TO BE GLUED. I CONTRUYI" If 0 MAW SSTTATE+BUILDING CODE BE E IN AND ACCORDANCE 1 0 MILE PER HOUR DWOS1RE B. a p MARTEL e __ _ • MICHAEL E. U STRUCTURAL 1 9 ALL COLUMNS TO BE GX6. -- - - - 4 No. 41674 y e Et @° A 90 FGlS PLO . �►ASS r� 2 .-........- ..��..b,� 4 a ru eu� r•rm �e X --- 2 m rrarmr PP.WOSED FIRST FLOOR FRAMING1 BLOCK FIRST AND LAST TWO BAYS NTH 2%ATT 18'O.C. No. Revlelw/Ieae Date ALL POLYWOOD TO BE GLUED. CONTRUC110N IS DO BE DONE IN ACCORDANCE NTTH THE MASS STATE BUILDING CODE AND WFCM 10 MILE PER HOUR EXPOSURE B. PERMIT ONLY rwru f!Bllf ALL COLUMNS TO BE 6X6. PROPOSED FRAMING �.�.� McCARTNEY RESIDENCE 109 SEAPUIT RD. OSTERMLLE, MA �jj e••■n•. s,r� 1 9-22-10 7 PHnFNIIX rnl I ARC)PATI\/F AP(-'HITF-r'T'Z,- i/a"=V-0" I PHOENIX ARCHIMM WAKEPIEID MASSACHUSETTS (781) 248-0988 w,.� m"O1AL PETER L SANDORSE A.I.A. PRINCIPAL NOTE: r� ALL DIMENSION TO BE FIELD I VERIFYED d: CHECKED. L CONTRACTOR TO REPORT ter+ CHANGES AND OMISSIONS TO 0°�■" ARCHITECT. It I „o w I o�� I log 3 —— —— NO THE MINIMUM NUMBER OF RILL HEIGHT STUDS AT REACH �� C �� END OF HEADER SHALL NOT BE LESS THAN HALF THE NUMBER OF STUDS REPLACED BY OPENING Q N m I g18 N ' � 4-3 --[E ___ A E GELD, A J5� -I PROPOSED ROOF FRAMING PLAN q HOF MASSPG ..a I I BLOCK FIRST AND LAST TWO BAYS WITH YX AT 16°0,11 ALL POLYWOOD TO BE GLUED. ►�✓t��� A ���a I I CONTRUCTION IS DO BE DONE IN ACCORDANCE WITH THE MASS STATE BUILDING CODE AND WFCM 110 MILE PER HOUR EXPOSURE B. a oo M MART EL 7 I — -- -- I ALL COLUMNS TO BE 6X6. �■a� c� STRUCTURAL ti BLOCK FIRST AND LAST TWO BAYS"IN 2X AT 111'O,C, 4 U R ALL POLYWOOD TO BE OWED. e■�i� mm, CONTRUCTION IS DO BE DONE IN ACCORDANCE WITH THE wwem0 CCO ♦.Q,(�F�� Q MASS STATE BUILDING CODE AND WFCM 110 MILE PER HOUR EXPOSURE M r� C •_ye.n_aK�u zm s 9ul +w�.n-aK�usm> rm� 4 -ff- 94- a •-L•'•n-sK r.� s wa � m rnmk -W.n-+Kautmv 1 w'•n-,K w•'.n_aK r u am. rs +�.�••,-aK.:e,m. i .a.v.�,e No. Revfelon/leeue Date '-Y•'o-+K x io sm vLV •w.•..-vr r,e cm. LEGEND +wp.n.s..usm. ■ POST BELOW ® POST ABOVE PERMIT ONLY ,w•' n•K°°� cT PROPOSED ::... .. FRAMING F McCARTNEY RESIDENCE PTR'T40D THIRD FLOOR FRAMING 109 SEAPUIT RD. OSTERMLLE, MA 1 9-22-10 8 PHnFNIIX rnl I ARnPATI\/F APC-HITF('T::� 1/8'=1'-on MARK ICOUNIJ IMAGE ROUGH OPENING CODE ANDERSON DESCRIPTION LOCATIONS MARK COUN IMAGE ROUGH OPENING CODE ANDERSON DESCRIPTION LOCATIONS PHOENIX ARCHITECTS ------------ FAIO:Pp�D IS48-OSHUBETTS MUD ROOM__ 3 SUN-R-00M__ 2 SUNROOM 1 (781) 248-0988 400 SERIES WOODWRICHT DINI_NC------- IFMI 2 ® 11 3'-0 J" x 5'-4 WDH21052 DOUBLE-HUNG WINDOW STU_D_Y______ 2 =-_-------__ r M. BEDROOM_ 2 ® 400 SERIES FRENCHWOOD EQUAL SASH -- 1 3'-0 r x 6'-B" FW413t68 PSf6R L saxDoxsE ALA PRDICIP COLONIAL GRILLE UPPER SASH ------------ HINGED PATIO DOOR ---- 11 COLONIAL GRILLE M._BA1H-----L NOTE: 400 SERIES WOODWRIGHT -----"--'-' Full DOUBLE-HUNG WINDOW -_'_'__----_-"-_- NE_DJNIN�--� ALL DIMENSION TO BE FIELD ® 1 3'-0 J" z 5'-4 r WDH21052 EQUAL SASH -__-------___ -----------____ VERIFYED &CHECKED. COLONIAL GRILLE UPPER SASH CONTRACTOR TO REPORT TEMPERED GLASS 3'-0 r x 6'-B" FWH3168 40HINSERIES PATIO DOOR ____---____ _ CHANCARCHITES AND OMISSIONS TO NO GRILLE -____ ------- ------ ------ -------------- BEQBQDAI_1 - 400 SERIES WOODWRIGHT LRPQK_8 ----------- ® DOUBLE-HUNG WINDOW NE_DININD___5 22 3'-0 J' z 5'-4 r WDH21052 EQUAL SASH -------2 ,j1ltFjl------L LI NO GRILLE -------------- ------- -------------- I ' 3'-6 r x 6'-10 CUSTOM 400 SERIES PATIO DOOR ------------ 2__2 � ® � HINGED PATIO DOOR 400 SERIES WOODWRIGHT ftEQRmdl_2 COLONIAL GRILLE ------------ ® 6 3'-0 J' x 4'-8 r WDH21046 DOUBLE-HUNG WINDOW AALL------------ -_—_-_-_-_-_-_ EQUAL SASH COLONIAL GRILLE UPPER SASH ------------ ____________ LISEMEN7____ iLR491t---3 _@EP344M-_- EcU_BDOM___A. Im 400 SERIES WOODWRIGHT ------------ �_BQ4M- ® 2 2'-2 x 5'-4 WDH2O52 DOUBLE-HUNG NINDOW ® 6 6'-0'x 6'-B' FWH6068 400 SERIES FRENCHWOOD FDgDOM,j___ J� r EQUAL SASH ------------ HINGED PATIO DOOR COLONIAL GRILLE UPPER SASH NO GRILLE ------- TEMPERED GLASS -_---------_ ------------- HEARTH_BOOM 2 SUN ROOM___1 BEDROOM 3 ____________ 400 SERIES WOODWRIGHT -------------- ------------ ® 4 2'-2 J'x 5'-4 r WDH2O52 DOUSED AL C WINDOW ------------ ---- ----- EQUAL SASH ® 1 FYM5068 400 SERIES FRENCHWOOD NO GRILLE -----------_ 5'-0'x 6'-8' HINGED PATIO DOOR TEMPERED GLASS COLONIAL GRILLE ------------ ------------ ------------ ED R M.-BATH 1 ------------ S ------------ ® §uA A(M----j AN p FPi\ DOUBLE-HUNG WINDOW ------------ GARAGE_____j ® i X-2 J' x 5'-4 r WDH3052 EQUAL SERIES __________-_ ____ -----_ EQUAL SASH ® 2 3'-0 r z 6'-8" C. U1 J ------- COLONIAL GRILLE ------------ �� -_----_-___ TEMPERED GLASS ____________ ____—______ ® _ Ar-c-------� ----------- AK ELD. SERIES A ® CASEMENT GRILLEWINDO ----________ FOYER------- Q, 2 2'-0�" x 3'-0 f' C13 COLONIAL GRILLE 400 SERIES FRENCHWOOD ----------- H OF MP`'' BASEMF,,NT___8 ® 2 1'-7 J'x 6'-10 J" FWSL17611 PATIO DOOR SIDELIGHT COLONIAL GRILLE ___—_____ ____________ - - 400 SERIES WOODWRIGHT ------------ ----____--__ ® 8 WIN DOW NDOW ------------ ____________ 3'-0 J'x 4'-B r WDH21046 EQUAL SASH ------------ NO GRILLE ------------ i 400 SERIES ATJa-------Z ® 2 ® 1'-10 J' x 4'-B r C7C1 CIRCLE UBURST GRILLE --------- 400 SERIES .D941-----L CTN30 CIRCLE TOP WINDOW 4 ® 1 3-2 J' x 1-9 3' --------____ SUNBURST GRILLE ____________ 3 2 400 SERIES ® 1 ® 6'-3 r x X-4 J" CTN30-2 RENAISSANCE GRILLE -------------- ---------- No. R"slon Amin Dote GREAT-HOOtL-6- ® 8 F 1' 400 SERIES V/OODWRIGHT -_-_-_-_-_---� 3'-0 J' x -7 b' WIR21015 TRANSOM WINDOW COLONIAL GRILLE ----------- PERMIT ONLY HEARTH ROOM 2 400 SERIES aRac�-----_ ® 5 ® 2'-4 r x 2'-4 r AW251 AWNING WINDOW _----------- GENERAL NOTES COLONIAL GRILLE -------------- 400 SERIES ® 3 ® 2'-4 r z 2'-4 r Aw251 AWNING WINDOW S16DBY---_ L Re}e�run aye b4nr. TEMPERED OLONIAL GLASS -`--------1 McCARTNEY RESIDENCE 400 SERIES GARAGE 11 ® 14 ® '-O- x 2'-0 A21 AWNING WINDOW =_ffm((Tm__$_ COLONIAL GRILLE 109 SEAPUIT RD. ------------ OSTERVILLE, MA 1 9-22-10 g PHnFNIX rnl I ARnPATI \/F AR(,HITF(,Tl::� GENERAL, FOUNDATIONS _(coat.) STRUCTURAL TIMBER CONSTRUCTION (cont.) ALL,WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION BACKFILL UNDER ANY PORTION OF THE BUILDING SHALL BE COMPACTED IN 6' RAFTERS AND JOISTS OVER 8'-0" SHALL BE SUPPORTED ON METAL HANGERS. OF THE COMMONWEALTH OF MASSACHUSETTS BUILDING CODE (780CMR) AND LIFTS. THE CONTRACT DOCUMENTS. IN CASE OF A CONFLICT, THE MOST STRINGENT SILLS SHALL BE 2x4 OR 2x6. THEY SHALL BE ANCHORED WITH 5/8' I REQUIREMENT SHALL GOVERN. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER DIAMETER BY 12" LONG ANCHOR BOLTS SPACED'NOT MORE THAN 28" O.C. SUPPORTED MEMBERS. AND AT EACH CORNER. PROVIDE 2" DIA. WASHERS UNDER EACH NUT. ~ THE CONTRACTOR MUST HAVE THE EXPERTISE TO EXECUTE ALL WORK PHOENDt ARCHITECTS INDICATED ON THE DRAWINGS OR SHALL HIRE QUALIFIED HELP. BACKFILL NO EXTERIOR WALLS UNTIL PERMANENT LATERAL STRUCTURAL USE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS NAKEF=D mAssAcHOsSrm SUPPORT SYSTEM IS IN PLACE AND OF FULL STRENGTH. (781) 248-09M. THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS RELATED TO BEARING WALLS WILL BE 2x6 AT 16" O.C., UNLESS OTHERWISE NOTED. THIS PROJECT. BACKFIWNG SHALL BE DONE SIMULTANEOUSLY ON BOTH SIDES OF THE THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL, BUILDING IN ORDER TO MINIMIZE UNBALANCED EARTH PRESSURES. BEARING PARTITIONS AND OUTSIDE STUD WALLS PLrt' SHALL BE BRIDGED ONCE IN ER L SANDORSB A.I.A. PRINCIPAL PLUMBING AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATION AND THEIR STORY HEIGHT OR AT LEAST EVERY 6'-0'. DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, WASHES, DRIPS, CONCRETE •i' PLYWOOD SHALL BE NAILED WITH 80 COMMON OR 6D THREADED NAILS. NOTE: REVEALS, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS. CONCRETE WORK SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR NAILS SHALL BE 6" O.C. AT ALL BEARING. ALL DIMENSION TO BE FIELD ALL REQUESTS FOR CHANGES FROM THE CLIENT, THE CONTRACTORS, ETC., OR REINFORCED CONCRETE (ACI 318) AND SPECIFICATIONS FOR STRUCTURAL vERIFrED ec CHECKED. ANY OTHER PARTY MUST BE MADE IN WRITING TO THE STRUCTURAL ENGINEER CONCRETE FOR BUILDINGS (ACI 301). ' STUDS SHALL BE NAILED TO THE SOLE PLATE WITH (3)10d OR (4)8d TOE CONTRACTOR TO REPORT OR ANY OTHER CHANGES TO DRAWINGS MADE ON THE SITE MUST BE NAILS. CHANCES AND OMISSIONS TO FOLLOWED UP IN WRITING TO THE STRUCTURAL ENGINEER. CONCRETE SHALL HAVE A 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 ARCHITECT. DAYS. WHERE STRUCTURAL SHEATHING OVERLAPS SOLE PLATE NAIL SHEATHING TO THE USE OF EXPLOSIVES IS NOT PERMITTED WITHOUT THE WRITTEN � SOLE PLATE AT 8' MAX. O.C. PERMISSION OF THE STRUCTURAL ENGINEER. CONCRETE TO BE EXPOSED TO THE WEATHER IN THE FINISHED PROJECT •- SHALL HAVE 6% ENTRAINED AIR. DOUBLE JOIST AT EACH SIDE OF FLOOR OPENINGS UP TO 2'-0" THE CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN, IN THE COURSE OF CONSTRUCTION OR DEMOLITION, CONDITIONS ARE UNCOVERED WHICH ARE EXERCISE CARE WHEN FlELD APPLYING FORM RELEASE AGENTS TO PREVENT LARGER OPENINGS SHALL BE CALLED TO THE ATTENTION OF THE STRUCTURAL UNANTICIPATED OR OTHERWISE APPEAR TO PRESENT A DANGEROUS COATING ADJACENT CONSTRUCTION JOINT SURFACES OR REINFORCING STEEL. ENGINEER. CONDITION. WHERE NEW WORK WILL BE ADJACENT TO OR FRAMING EXISTING ALL KEYS SHALL BE 2'x 4' (NOMINAL) UNLESS OTHERWISE NOTED. JAMB STUD SHALL EXTEND IN ONE PIECE FROM HEADER TO SOLE PLATE. CONSTRUCTION, VERIFY DIMENSIONS OF EXISTING CONSTRUCTION, PRIOR TO ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN OR PASS THROUGd. DOUBLE STUDS SHALL BE USED AT ALL WALL OPENING. FABRICATION OF NEW MEMBERS. CONCRETE. PROVIDE ALL LABOR AND MATERIAL FOR ANY FRAMING REQUIRED TO HEADER SHALL BE SUPPORTED ON JAMB STUD AND BE SIZED TO SUPPORT LOAD IMPOSED. CONNECT NEW FRAMING TO EXISTING CONSTRUCTION. WHEREVER IT IS REINFORCEMENT NECESSARY TO REMOVE EXISTING CONSTRUCTION IN ORDER TO CONSTRUCT ALL STUDS TO BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. NEW WORK, THE AFFECTED AREA SHALL BE PATCHED AND REBUILT TO MATCH DETAILING, FABRICATION, AND ERECTION OF REINFORCEMENT, UNLESS I EXISTING ADJACENT WORK TO SATISFACTION OF THE ARCHITECT. OTHERWISE NOTED, SHALL CONFORM TO ACI 'BUILDING CODE REQUIREMENTS SOLE PLATES SHALL BE NAILED TO SUB—FLOOR AND JOISTS WITH 16d NAILS STRUCTURAL ALTERATION SHALL BE PRECEDED BY ADEQUATE SHORING AND FOR REINFORCED CONCRETE (ACI 318)" AND ACI "MANUAL OF STANDARD AT EACH JOIST. BRACING. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315)". TOP PLATES FOR BEARING PARTITIONS SHALL BE TWO 2x4'S OR A SCREW—TYPE SHORING POSTS SHALL BE PROVIDED FOR EXISTING WORK STEEL REINFORCEMENT UNLESS OTHERWISE SHOWN SHALL CONFORM TO ASTM CONTINUOUS HEADER. PLATE MEMBERS OF PRINCIPAL PARTITIONS SHALL BE DURING THE REMOVAL OF EXISTING BEARING WALLS AND STRUCTURAL 615 GRADE 60. LAPPED OR ANCHORED TO EXTERIOR WALL FRAMING. SPLICES IN LOWER MEMBERS AND THE INSTALLATION OF NEW STRUCTURAL WORK. MEMBER OF TOP PLATE SHALL OCCUR OVER STUDS. NAIL PLATES TO STUDS THE CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT SHALL BE IN WITH TWO 16D NAILS 24" O.C. TEMPORARY SHORES SHALL BE PLACED AS CLOSE AS PRACTICABLE TO THE ACCORDANCE WITH THE LATEST ACI BUILDING CODE BUT SHALL NOT BE LESS TOP PLATES FOR NON—BEARING PARTITIONS MAY BE SINGLE AND WILL SPLICE EXISTING STRUCTURAL WORK BEING REMOVED. THAN ONE INCH. AT STUD CENTERLINES ONLY. NAIL PLATE TO STUD WITH 16d NAILS. WHEN HEADERS SHALL BE PLACED ACROSS TOP OF SHORING POSTS AND SHALL BE WHERE CONTINUOUS BARS ARE CALLED FOR, THEY SHALL BE RUN TOP PLATE IS PARALLEL TO CEILING OR FLOOR FRAMING, INSTALL 2x4 ACROSS 4 SNUG TIGHT AGAINST UNDERSIDE OF STRUCTURE ABOVE. CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR BLOCKING NOT MORE THAT 4" O.C. L HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE NOT LESS THAN 36 BAR NO SHORING SHALL BEAR ON SLEEPERS TO PREVENT DAMAGE TO THE DIAMETERS UNLESS NOTED. GENERALLY, LAP TOP BARS AT MID—SPAN AND WHEN TOP PLATES ARE CUT FOR PIPING OR DUCTWORK, REINFORCE WITH n STEEL STRAPS. BOTTOM BARS AT SUPPORTS. p STRUCTURE BELOW. TEMPORARY SHORES SHALL BE INDIVIDUALLY DESIGNED, ERECTED, SUPPORTED, WHERE REINFORCEMENT IS CALLED FOR IN SECTION, REINFORCEMENT IS WHERE BEAMS AND GIRDERS OF NOMINAL 2' MEMBERS ARE SHOWN NAIL WITH 9 N m BRACED AND MAINTAINED BY THE CONTRACTOR TO SAFELY SUPPORT ALL CONSIDERED TYPICAL WHEREVER THE SECTION APPLIES. TWO ROWS OF 16D NAILS SPACED NOT MORE THAT 24" O.C. DEAD LOADS PRESENTLY CARRIED BY THE EXISTING STRUCTURAL WORK BEING REINFORCEMENT COUPLER SPLICES SHALL BE MECHANICAL. DEVICES CAPABLE ALL BEAMS MUST SPLICE ONLY OVER SUPPORTS UNLESS SPECIFICALLY REMOVED AND ANY CONSTRUCTION LIVE LOADS. OF TRANSMITTING THE ULTIMATE TENSILE AND COMPRESSIVE STRENGTH OF INSTRUCTED OTHERWISE BY STRUCTURAL ENGINEER. `l �FMASSPG�, NEW STRUCTURAL FRAMING SHALL BE COMPLETELY INSTALLED BEFORE THE BAR. REMOVING ANY SHORES. FLOOR AND ROOF PLYWOOD WILL BE INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS OUTER PLIES ATT RIGHT ANGLES TO JOISTS AND BE NSTAGGER D SO THAT END SHORES SHALL BE RELEASED GRADUALLY AND LEFT LOOSELY IN PLACE FOR PRIOR TO SCHEDULED CONCRETE PLACEMENT. NOTIFY THE ARCHITECT OR HIS JOINTS IN ADJACENT PANELS OCCUR OVER DIFFERENT JOISTS OR RAFTERS. AT LEAST 2 DAYS TO ALLOW FOR STRUCTURAL SHAKE OUT. DESIGNATE OF COMPLETION AT LEAST 24 HOURS PRIOR TO SCHEDULED COMPLETION OF PLACEMENT OF PANEL EDGES SHOULD BE TONGUE—AND—GROOVE OR SUPPORTED BY 2" LUMBER BLOCKING BETWEEN JOISTS. STAGGER PANEL ENDS DIRECTLY OVER FOUNDATIONS STRUCTURAL TIMBER CONSTRUCTION APPROVAL OING D SPACE 1/16-. F THE ENGINEER. 4 FOOTINGS SHALL BE FOUNDED ON UNDISTURBED MATERIAL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT OR ON GRAVEL FILL, TIMBER CONSTRUCTION SHALL CONFORM TO PART II 'DESIGN SPECIFICATIONS" J SELECTED AND COMPACTED TO 95% OF ITS MAXIMUM PROCTOR DRY DENSITY AS PUBLISHED IN THE "TIMBER CONSTRUCTION MANUAL- (AITC) AND TO 2 IN 6" LIFTS. 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS), AMENDED TO DATE. t EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN BELOW FINISHED EXTERIOR GRADE TO A MINIMUM DEPTH OF 4 FEET UNLESS OTHERWISE NOTED. TIMBER CONSTRUCTION SHALL CONFORM TO ARTICLE 21, "BUILDING CODE No. R"slonAnue Date FOOTING EXCAVATIONS ARE TO BE FINISHED WITH A SMOOTH BUCKET OR BY PROVISIONS FOR ONE AND TWO FAMILY DWELLINGS" OF THE COMMONWEALTH HAND. OF MASSACHUSETTS STATE BUILDING CODE. NO EXCAVATION ADJACENT TO EXISTING FOUNDATION WILL ENCROACH A NEW TIMBER SHALL HAVE A 1100 PSI ALLOWABLE BENDING STRESS. THE PERMIT ONLY PYRAMID STARTING AT THE PERIMETER OF THE EXISTING FOOTING WITHMODULUS OF ELASTICITY SHALL BE A MINIMUM OF 1,400,000 PSI. SLOPES OF ONE VERTICAL TO TWO HORIZONTAL UNLESS OTHERWISE NOTED. LAMINATED VENEER LUMBER BEAMS SHALL HAVE A MINIMUM ALLOWABLE NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN BENDING STRESS OF 2800 PSI AND A MINIMUM MODULUS OF ELASTICITY OF GENERAL NOTES GROUND. 2,000,000 PSI MAKE NO EXCAVATIONS TO THE FULL DEPTH INDICATED WHEN FREEZING 5 TIMBER FOR STRUCTURAL USE SHALL HAVE A MOISTURE CONTENT OF TEMPERATURE MAY BE EXPECTED, UNLESS THE FOUNDATIONS OR SLABS CAN MCCARTNEY RESIDENCE BE PLACED IMMEDIATELY AFTER THE EXCAVATION HAS BEEN COMPLETED. TIMBER SHALL BE SO HANDLED AND COVERED AS TO PREVENT MARRING, AND PROTECT THE BOTTOM SO EXCAVATED FROM FROST IF PLACING OF CONCRETE MOISTURE ABSORPTION FROM SNOW OR RAIN. IS DELAYED. SHOULD PROTECTION FAIL, REMOVE FROZEN MATERIALS AND REPLACE WITH CONCRETE OR GRAVEL FILL, AS DIRECTED, AT NO COST TO JOIST CONSTRUCTION SPANNING OVER 8' MUST HAVE CROSS BRIDGING AT NO 109 SEAPUIT RD. THE OWNER. MORE THAN 8' O.C. OSTERVILLE, MA FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS NO JOIST SHALL BE NOTCHED OR DRILLED WITH HOLES WITHOUT THE SPECIFIC COMPLETED. APPROVAL OF THE ENGINEER. 1 ~'°°� 1 NO JOIST SHALL BE REPAIRED OR REINFORCED IN ANY WAY WITHOUT THE — � O SPECIFIC APPROVAL OF THE ENGINEER. 9-22-10 e� PHnFNIX rni I ARnPATI\/F AR HITF('Tl:-:, • z M' V ( 1 " h ® o H e ^ �33 � J 0 s � s I i cC*Sj ' J Notes 1.Assessor Parcels 1)8.119,&118.121.002 4.Deed Reference:Land Court Certificate No.16978 2.Zoning'RF-I S.Plan Reference:Land Court Plans 15055 E&G Minimum Lot Area-87120 Sq.Ft. Minimum Lot Frontage-20' p Pt Rd. Minimum Lot Width-125' 6..Laced Surveyor:William J.McGovern,P.L S. 594 Stenbeck&Taylor,Inc. Minimum Yard Setbacks-Fronr30'Side 15'Rear IS' 844 Webster Street Suite 3 cl ZoneRC Marsbfield,MA.02050 LOCUSMinimum Lot Area-87120 Sq.Ft. Minimum Lot Frontage-10' Minimum Lot Width-100' Minimum Yard Setbacks-Front20'Side 10'Rear 10' LOCUS)fad. .Overlay Districts-Resource Protection Overlay District, O Well Protection Overlay District 439 40.00'44o c 11 I r LCB.Not Fad ' !9 (Rae•) 59 E 140.74' 437 1_W1 42'E zit �I1t711C'.ic N78'16' ceu s 4a' .29 LCB.Fed. �� 0 70'/'J70 11 160 g0' 8 FLd. ./ 199. (Rae.) J`F9.9 CB 12 4��9 1 "sC4.671 76 ?• LCB.fnd ?B bB.a' i / •425 �ap� /V' CBJ2 CB 13 )Fbd 410 ') I /h 4 •( 4?!ZY Ca 4 6 507f0 y g 'tJ er-1 0.29 t I�0y1 44.)p E plan Dist. S7 \ \ \\ N65'8'9.925' ° 0. �2t 2199 ?25'424 I.N90 0.076' 2 Z \'\ \�2,f 1 n 305.33' �9. o ay vl Y i +oa• \ 410 O \ (rtl W 428ra•k.. b 6r 2? \a� Ad"a a S78.27'40'E 1� 95.48' (�• I n1 1 1 421 Lot / •3� "` C"M 9 LC Plan 15055G Eosement 1 589sdw 139.14 LCB.Fed Jagueline R.lean ... Wit 1 44.57� � (R�) 433 . Cart 142425 / CB 9 . _I N7ggp59 I ! Lot 17 , rh 18 6• y I 1o5 i. � � � � 87385 Sq.Ft. , 433 IO Shed , To Cor 2.00 ACTCS a;39.14' 209 ads. ro u 1 Lot Shape Factor=16.4 h ' d � Ih ry _ ' tl _�•_ (Cec.)Fbd. I r•S I To BeRe LCB.Fad. 409 Corage 41-E / \(Roc.) 171.00' csle , N83'33' 27 - \i0e N82'21'51"E / 283.88' y "> • 218 fs 171.05'. / . 40 S822228"Y1 ee � •. 428 Zone pp.l I ou9e RC N eat 1 To Be ps emoved Lot 153 407 ee t Deer 1 LC Plan 5725-54 LC Fad �Rlj.Fad. B. Lot 6 / Holbrook R.Davis (Roe.) 1? LC Plan ISOSSH Cart.61264 N Nelson Peitz Cat 157655 Lo 16 / a y 103130 Sq.�t / Poo ry °°' 2.36 Acres\e1 Rem d .0. 2...... .. :00 Awes Vpl rt1�- � _... ... ._.. ....__,._._ ...-/---... ..._. ... .._. .. ...,,•. .. .._. ._. .. .._. ..... .__ ..__ \ LCB.Find. 423 ���oo pan y Lot'Shape Factor=22,0 / (RC0') ces a � 423 h ca 3 ts.+.••.., x.a LCB.Fad. l 20 0.10 L. 8. 1 C.& ;v . CJy Ce 19 / 7 0 - 2w 001 a 19 h 'ih / Lot 18 2 n / 248175 Sq.Ft. ova/ca 5.69 Acres 4.03 Acres Upland �0 h I Wetlond 1 ioa+ / Lot Shape Factor=17.9 r/ Pocket A.. N18'22'27"E 359.38' Field �r 92 .051.Ce 232 y/ ? �� / / 11 LAND COURT LCB.Frd./ h Ot0 b / (Roe.1 'Ned' ( 271.25' -N87*21'37"E - - - sari 5 ° - - MAY E 5 2004 saes/ 153.62'- -�-.-.` --- ` s1a•zJ'Jow LCB.Fnd. 41.96' p�• / i�r N83-43'27°E ' atoc) / FILED d. ce 24 >fa / 119.1� UPtO% ; / sY. \ �` Lot 13 ter. 19•E ,• LC Plan 1 S0551 S5935'11wce / AL ,� Robert J.&AlysonXWygonski N74p6' Wetlon 6.46' 4J1 �1 tp des Ccrt.155597 1oa�toa t )Fad " 1./ d► dt h u 0.155'si ' Ak Ca \ l� 7 S18'42'40,W !22 137.925' ikAL Ak S&7 26 Plan Of Land l __ ._.:..AL In Barnstable (Osterville), MA. •• l \ r„ C.O.M.M. Fire District L.C.Fad �` / i'L L `B 1J0 144.48' �` / ,� /516103 56' Being A Subdivision Lot 2 On Plan 15055E 17 107'W' M6T ''6'" l And Lot 5 On Plan 15055G N8T34'j5'W N87'34'35V 252.06' 263.12' (C01ct � 403 l.P.Fnd.(Not Rex.) 263.32' (Plon) Seapuit Road as Iw Traverse Closure N8T3420w rr2s fs � � Drawn For David And Lorraine Realty Trust 011 I o Rawl,Closure uo 230 - Number of Sides = 12 LCPlan[772V \ J. T Scale 1"=40' 10.May 2004 Angulor Error = 00-01-72.5 Revised May 21 2004(Rev.Lot Numbers 177,39' Blue Heirqn Trust Y + l��. Northing Error = 0.06373 Cert.611)86 ° Eestipg Error 016 37 Approval Under The Subdivision � Scale:I"=40' Absolute Error = 0:1633 Direction of Error = S 22'58'27' w Control LewNorR eqwired 422�� .'' Perimeter = 2486.485 /'r/ (p� _ 'i(;ert;fy,Thaf This Actual Srlrvoy was Made On The Ground 1n 0 20 40 80 120 160 Precision = 1 Foot in 15237 ,o. c✓� 'n� ,. t A:confance with The Land Court instructions Of 1989On Or I Bol raced ClosureBetwcen October 2003 And April 2004. , /h17 d+r a.ty aJ u L4 DRA WN BY . Num er of Sides = 12 Northing Error = -0.0046 ayJy ^- STENBECK& TAYLOR INC.Eosttng Error = -0,0084 v Dam Registered Sury r 2 , Absolute Error 0.0096 Registered Professional Engineers and Land Surveyors Direction of Error = S61'25'23'W Date l C40y That The Coartitions On The Ground Are y Perimeter 2486.474 Town OfBamstable 714 Same Now As At The Time OfTLe Original :' sea 19+1 844 Webster Street 9 Steeple Street `:. Precision 1 Foot in 259268 PLmning Board Survey(No Exceptions) j r. . Suite 3 P.O.Box 630 l i +w r Maish&14 Ma.020SO Mashpee Commons,Ma 02649 7 W. 781.834.8591 508-539-9300 `+ �, Instrument Note:No Determination As To Compliance With The Zoning "' y Fax:781-8378238 Fax:508-539-9301 i • O 7opco •Total Stotion CTS - 312 Ordinance Requirements Has Been Made Orintended By The t Q 'C' www.aenbakmttteytoieprt Erin;,;44nd n ' Precision = f (5mm+5ppm) . Above Endorsement • Date Registered Lam eyor l 6630 ' , ___ - -- - - - -- - — - - _ .-- _— — _ --- ----- -- - -- ------- -. . --- - - . . W 1 I (.1 O i �, w t t 0 Z ON __ _ .� ING - .., 4. N c -. , ZONE. ` RC RF 1 O 0 MINIMUM G.3 LOT AREA 8 7 a� o $rr 120 Sf. 87 120 Sf. _ 0 eYR ' d O M 'MINIMUM:'Y � .. ` - ARD SETBACKS. o Tt I .. M Q1 - a1 ,. � . ., : FRONT. � 0 20 30 � M N- . U Q ...: :_ Y SIDE REAR. M :. 1D 1 5 C0 a.� o ^i _ ct3 . U a� 00 ,_, Q. 0 The L t L1 i m o es W th The-Well Pr t h n rla o ec o Ove District � O h a 'ts �-€ t R c . o w The Lot Lies Within A D.E P'A r Z . oved one II A uifer r t ti a _ P o ec on Distract s F PP q � w 0 Locus :-, �, a� b to O h .� . h U _ O co a, n1 ,-, u LOCUS MA P O N a, w - h V 0,) t� . R3 - M w Op .,,,� c.� O .•fl^` Op I V � Op . t. �C w _;O d' Ri R3 cf' W nn Op �i -K ... �; - P a GJ L C _ is a� , � 5 G _ 1: 1 5 0 5 w 4 j '_ ,may - - - ^ :: . �': - � .a. ; �^1, �l �../ V :..... .. .;..a I: '; �/] .. : -.. LOT 17 :. P ARCEL NO. LOT 18 118 119 001 PARCEL N0. R 87 SE4PUIT D _ _ - ` 118 119 000 N F I . 85 SEAPUIT RD WILUAM F-111 do SUSAN CALLAFL4N CERT. NO. 179750 . O E-, � O 0o U �t .�, �i er 'o . n �-, . \ b " o a� �c a� a '1 0 z 0 .� o • U c � a A ti 3 9 A 38 ;` T 0 \ S 338. 7 . 4 .►�. M ae L �. .� .7 . V s , 0 T 38 0 9 4 ,o S 00 c 3 0 0 2 8 4 J ; N 1 Q _...— oJ d i 1 ,1' l a N o� 89.7 4 n _ 0 6 1 S 1 y S l 3 O 1 :, 6 7y 0 S - s ti LOT 4 4 S 4 S N 'h w PARCEL N0. 'S t0 N h 118-121-001 4 N UIT RD 125 SEAP C r e JACK'G CARTER �,f ,� $ 11 4 C • 0 .e S 1 CERT. NO. 188320 N t. Z , n s o 7 - LOT 16 S `PARCEL'NO. N 2 N _ '; : 118 21 _ 3 1 ooz O 6 0 "� 8 N f 103 259 S .FT. '� Q ';:i q� Apo .: - CD _` 2.37t AC . 00 t 109 SEAPUIT:RD ^ SZO' 03 N F ally �.ILE. 1 D 1 4 '� ET JO N W � 19 H & CHRISTINE MCCARI�NEY -- tAN D CERT. N0. 191487 . u P ; 3111� i i - , / \ �o i , 0 W� p .-.— FfS ET T 0 0 i _ 5 . \ S , _ 6 G S .:.. . A . . <. .C. ry 3 O 0 i .. p W . t .' I _ ET t1D 0 . 00 N ..y -I i . I i I j . . I "+yo f Nam,_ "+� �, I I • . / ' 1 :": - i i . I ' i . . .. . ,, S►i I . ,O Spy . •i.a N . ct3 c� p 't3 U 't3 `O 1 O� . Q " tYi - N .: O •�,_, , O 00 ,--� •-, � _ �.., �, _ O ^1 O a� ao v ." c� t CERTIFY T °� 0 THE TOWN OF A B RNSTAB�E THAT THE_ ^i O - - :FOUND T A ION :LOCATION SHOWN IS BASED AN INSTRU N ME T SURVEY. O ° �+1 az9 ti . . . , . a r „ > d9. "Y a 1 .: .. per .. .. 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YARD SETBAC o KS. �o � V w r M all , e R O 41 Y d FRD 0 �NT 2 30 � M v , O h cn S M I R � IDE REAR. 10 1 5 a, o �n o0 1 �-,"'' \ v I O YI i r c _ R3 LJ e v 00 h u 4 , B The Lot Ll ; O rl a O o es i ve a Di l W rhln Th str ct v e ell Pr W otectlo� I Y "Z3 a ',, . ro :The L on a1 0 of Lles e II A Yfer Prot t Within A D.E.P .l Z u ec Ion Dlstnct. A roves R U PP . ' R3 w d 0 t R -� u v� a �, Se - i..y Q� b LOCUS i O +.� 4� ' I O I` a� i v N o0 .a � ti M Q O kn N a� w h 00 ,, cC3 M 00 LOCUS A v v M M P ; �..� O v MM I W .q o0 �, a) rr ; � 0 d- - w . . i-4 o0 Q.) ;. 1 s~ ,P ; a.� F. 4 h w ,II I II .II II I. . . s�. l I L C P a n I - 5 5 G 1 5 0 . F - O ELE A SCHED .� TIONS 0 7 UL V 0 L T 1 H 00 00 PARCEL NO. ' LOT 18 V 118 119 001 ' i i PROPOSED ,O PARC N l, 87 SE4PUIT RD EL No. AS BUILT 118 119 000 � ..d• � I N F , O ATION/ OP 32.0 T OF FOUN£� �, 5 31.3 fdWILL14M F Ill & SUSAN 8 SEAPUIT I RD I a� p C»4LLAHAV o FLO S ATION 30.00 28:78 W INV �ERT AT FOU R . O. 7 N CET N 79 50 I� U 1 a� a.� 1500 GAL. INLET 8. ,c� SEPTIC 29.67 2 2 TANK 8 ` U 0 A w TLET A ti . U 8 1 �? 29.42 2 .08 29.3 28.07 2 29.0 7 a a� U 28.02 0 1 ./�� _ o INLE 28. 27.80 7 OU T 90 3 . TLET D BOX OF 0 M 3 UTLET 27.60 T 28.73. s 1 , 3 3 8 4 7 CH c^ M S M ti N , TE E D OF SY 26.81 28.59 G L . L u� w m . I ENCH `' 24.8 -,BOTTOM OF I� 26.5 1 T 9 O i L -t` ! E �... •: 0 9 r N 29399 8 Wcrte. Lev tered el. None T 3 _ EnCOU�P'1 20. TP Q s 0 7 201 •o o . . v J Fs s S .. l E_ 0 Nl h B A ; 0 I , / : t 697 7 . i . 9 h e 3 : O 1 H 6 0 4 O ti O s 6 ,. " LOT 4 - N 'N N O. �118-121-001A �r '� PARCEL N0. ', I / N 125 SEAPU/T RD F LEAC ING O H TRENCHES ...._ m 8 o 0 o n - 1 IN IF 1 q 1-�W TH 3 INSP C 0 E TIN� I I / n o / . N A K N G e J C G CARTER PORTS JP IP e . CERT. 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F D LOT 16 r .- 0 3 , G r 3 o I �r P I DBOX o A r r I ARCEL N0. I .6 . 11 1 _ F 8 21 00 '. 1000 GAL E 2 0 103 f 259 S .FT. SP Q E TIC TANK i to f `2.37 C CD 'D A 1 i 0 I' *E 8 3 oo `` 10 9 SEAPUIT RD I 3 0 i I N F SZ 4 N _ 9 Er►A I JOHN & CHRI5TIN w I � 1 E MCCAR7�NEY ; I - uw 0 CERT. N0: 191487 P u I I 1 , T T S 0 SY T 1500 GAL IE S E M I S PTIC TANK E /' .� 20.0 74:0 . \ 15 0 AD .7 B D 80.2 . ; ' :a 1 9 4. AE BE 85.6 0 2 0.4 AF BF _83.2 F s / o F 40.4 o - AG -BG 74.0 _ w . .. o :\ Er z 4 o FF5• o 72.1 5 AH BH 242 . \ 56:8 / Al BI 39.0 O . s G 1 6 •cn I .n S \ S r •S 8• #� - ? r. 0 3 0 y h O M : 1 0 I / , .� I I i yIET `II'' 0 F .- 10 I . �L I . i , . '. 4y -: I 0 .0 ', I I I ,II'' . ]its _r U U N "ti C7 4) O U b.4 �I I4,I.t4 ct3 N 3;4I.pz.-'I a� U cu I 00 , ..� �--i c�i I v y • E"'.'�I �••, a) a� a) vo, v, bAs~ O cd . p p . O rr�� x . ti 1 1 ►� - O Scale . 1 , - 40 . . I Job No. 64 0 20 40 80 120 II QK C-I��EP I�..I)-49..-q�..(.i�I I4�I-,4.-II�...An�..lI4�.�. �0I-.I-I,II 4�-.>-1I I I-,.".tg,CI.,�-F�'II��,,I4,�t((t+--C(9."-C;zC�.ft4 160 7 8 Job No. 7648 q -- = - -_ -__ -:- - ---_- - ----- ----_- ---� - -- ----- -- --- - - ---- - _.--- --- --_-- - - _ ----- -- -- -- - -- ----- -- -_ - -- --------- --- I I I i I i DECKING SPEC'S GENERAL SPECIFICATIONS ENG� SIZE 1 Z x DEPTH to y PRICE QUOTE: PER SO. FT. SQ. FT. � .��` PERIMETER {0 1 �I New England Waterscapes Design,. Inc, BROOM z VOLUME 2D I c, G -Luynt 9 Townsend Road, Lynnfield, MA 01940 ROCK SALT .90 Telephone 781-334-0026 MACHINE TRACTOR ❑ BACKHOE ❑ pEs KOOL DECK STUMPS # LOADS # FILL AWAY ❑ D.O.P.9 GRADING YES ❑ NO 21 HRS RAISED BEAM-t - ft. 6" ft. 12„ • i LIGHT #M 110v 0 12v ❑ t FILTER SIZE 69 ' j PUMP I` g, rye SIZE 7_4 SKIMMER # t 1 '/2 " 0 2 � t C`�` -- RETURNS # ' 0 1 t/2 " � 2 " ❑ POOL MAID r 0 -�- POOL CLEANER V o LAYZ,,i'4!4 Al. 4 �--_ _ NO GRADING STUB CLEANER UNLESS SPECIFIED MAIN DRAIN wIHYDRO VALVEa� ;- 3 SEPERATION TANK YES ❑ NO NOTES HEATER BTU o,v `3 { I � NAT PRO ❑ OIL ❑ I N ❑ OUT..❑ _ i _ _ I ,,,�Qe HYDRO THERAPY SPA SIZE ' JETS %°T 5 � f SKIMMER YES ❑ NO t MAIN DRAIN SKIM ❑ PUMP (z F�Tu - r--=-1- _ LIGHT !: 110v 12v ❑ iPf ' AIR BLOWER YES R NO r f` f ? ? $. � I ► •�� COPING � � :,. �, �,,r � ��� �.��.• , ,_ .... e ILE r,. 1. ,. �, BOARD- .� SIZE t �E f L , COLOR t � , i LADDER IJO STEP RAIL fig. 4 w fa-, ❑ INSTEP ❑ r -- CHEMICAL 6 7. L ' TIME ME CLOCK y. .,. 220v ` MAP , { ROPE RINGS w/ROPE & FLOATS --' - BACKWASH DECK b ® a'b ga. A ...,. s r /`�. A) :�� Y' l _ FENCE by: 0 Q-)tJ�7 ELEC. b _._ TREES b r (VF-°- ` — WATER FOR GUNITE II I' I PAGE l BOOK SETBACKS -- BLDG. SIDE REAR FRONT is DATE SOLD: II DESIGNER: i OWNER: NAME JAJ oTo determine approximate elevation on excavation day. ADDRESS € c Pool area to be fenced per city or town ordinance. n t 1 SPECIFICATIONS a mil• �: ---- All electrical, grounding, heater venting and fuel connections by APPROVALSA. t t owner. - - 1. Pool shell thickness for radius 0'-6" to maximum l � � � 7 � � radius is to vary proportionately between thickness _ 7 T z FIELD REP. I ! All tree work by owner. shown in schedule for radii used. - I!• ��~ APPROVED FOR DESIGN LOCATION AND EQUIPMENT EXCEPT AS NOTED : 2, All gunite is to be placed on firm natural undis• -�`•'�'• - �' - ,� Wet down concrete shell at least twice daily for 7 days. RES. PHONE BUS. 1, turbed soil or contoured forms as required. 3. Gunite to be proportioned 1 part portland cement STRUCTURAL SECTION �.� Do not turn on pool light when pool is empty. 4 parts sand. A.S.T.M. C•33-44. CROSS OWNER 4. Gunite to be test at 4,000 PSI 28 days after rl _- Do not use rubber hose when filling pool as it will mark plaster. APPROVED FOR DESIGN, LOCATION AND'EOUIPMENT EXCEPT AS NOTED placing. S. Reinforcing bars to be deformed bars, of interme ,_ Property line owners responsibility. STREETS Construction Supervisor diate grade new billet steel as per A.S.T.M. 4 serial bars - , R40. Change of electrical service not included 6: Lap bars 2 4 diam. min. at splices (1'•0" min.). Change Property lines owners responsibility - - 7. .Gunite, proportion is based .on using sand per si Relocation of existing underground lines by others as required - r AUTHORIZED SIG. standard analysis. g1/8 — 1 APPROVED FOR CONSTRUCTION . . , _n r : L `... a .... JUNCTIO N ,BOX ,gin 1 — , ` �. f 8 0 ., 10 0 VARIES 1� , 8 MIN. a _ . \ x , u . „ TRANSITION , r END ' .. DEEP CONDUIT ,a r r . PROVIDE ..... ,..M1..r.Via. ,:... .. ...._ ...... ADDITIONAL 3 , REINFORCINGA - f ,.< REINFORCING ARS AT S SHOWN DDITIONAL LAYER OF 38 AROUND t AT LIGHT. USE 3 _r I F ALTERNATELY . A R E N ,.,. T BE PLACED ALTERN TE WITH STANDARD .{ - TRANSITION ;�,- 12 -0 C 0 1. p � 6 0. C. MINIMUM EACH WAY 6, A T 1 A 'AVE AGE SPACING OF .C. - r TO M t N A N N 0 �� ., . _..-., ,. Y .. GARS TO '-0'EXTE 3 DBEYON 0 TRANSITI ON POINTS` n GROUND D CLAMP G V L NGITUDINAL POOL SECTION UNDERWATER LIGHT , a GROUND t �t LEVEL 0 C _ OP1NG � z ..,:. ' 'SAFETY ' GRIP tP _ ,.,4, A Z CONTINUOUS 3 BARS ALL 51i MASTIC AROUND POOL x SK M M ER LID � i .... n:, 3000 P SIC NC . 6x6 lo 10 W.W.M NOTES 3 ' MI e u N. 1. ALL COfRttC'� ON SMALL CONFORM TO ALL LOC . .ANU S A E � _ t I TILE :: n 4 A WEIR 3 : NFO SING B RS T 12 0 C. ,,. I R _ . ` _ .�. i BUILDING CODES AND REQUIREMENTS. D� . ECK 7 L PE P S 0S 0 4 ER .FT. _ VERTICAL 1 � HdRiZONTAL & ERTFC.A MINIMUM t AY , AW :. �' 0 POOL G , _ n , RMV 00 E 6 w A TER , REINFORCING ALL AROUND, -COMPACTED 2. P SHALL HEAR N UNDI !�RUHED SOIL OR WELLr COMPAC ,OOL O ., , LEVEL ,E L _ SUITABLE BACIKFILL HAV NG A mini PAC. TY .z _ .k .:. , .. :, ..... ....fir.. OF T P-*—FROM 0 M F t LT ER R 1 ONS ER S tJARE �ObT NC1 CONCRETE SHALL � PLACED 7. r ►�, t IN WATER OR ON FROZEN GROUND , EYEBALL 1 PERFORATED BASKET ` 3. CONCRETE PLA ENT NI 1 CEM AND GU TIN+G SHALL coC T6. H R T E _, C L , G T X I, UN E BOX MIN. T 1 HICKNE5S AMERICAN CONCRETE INSTITUTE S R t7IREN�NT`5 >:. AROUND OU 0 SKIMMER F N MM R < � SUCTION `TO FILTER & U_ R PUMP u . n _ . U E gin., N,[T _ ... r� _ _ I 4. GUNITE SHALL BE:`MACHINE M XED A APPLIED PNEUMATICALLY, � „> MA I AND P �iSUN.�i TCALLY D 1T101�AI_ LAYER ,,. ., A D . _. t < ..� � �Y. , Fro. 1 F , „ l 2 O R 2 P.V.C. .. . . 5 „ . IX HALL B <NE PART '� RT N _ ''� T. LING. t, .,. _ . S E O AR Q LA D C�ME`N FOt�1`t PARTS' SAND F R EN FO R � . _d ..,. , _ . , A A �.. .- M IN OR IN TO RUN `DIRECT T ` P L PU P�., C1► 0 00 M 'BAR S AT tt :. ,..�.. d:. 1..4 AND T r , ., SHALATAN � 0 P�S � , EVE. ., P ( � L I A U 0 2 P. V. C. SCHED 40 T �,,, ,.• ,. S REN TH AT ♦/+. (^_ G 2 8 DAYS. , VERTICAL BE .. �. .. tCAL TO TE Y G. N A , PLACED ALT ,. C D � T 5. STEEL REINFORC NG H SHALL T A.S .Ml> 615. �.,., ,. T A1tS Ct?1�FfJ1�M a ,i T tAR s _,. _ WITH _ r t. _ GRADE 4 P Q. LA S S HE. A NI M `D AMETE_ ,,, s. HALL MI U bF 3,t'f ''SAR RS ti �.. AUTOMATIC. , U � R AT ; �„ I� SURFACE�N� o < R�` SIB I1�!R'EIN�O� T � � �� ER 18' INCHES N S WHE>�)� SPLICES OCCUR� ALA, REII�iP' R. s , � CING L BE 'COLD BE NT.SHALL AN AVERAGE I TAN ACM F , i ., ,,, _,. P 1 __s G o s o C. t u WELDED T SHALL CONFORM O 0 } ,, 6 LD D WIRE FABRIC SLAB RE�N�'ORC�N , ,. k.. A E T ND 2 _ ...,, BARS TO E � _S ,. _ .: . A'.S.T M. .A185,` ANI`3 SHALL LAR A MINIMUM (}F 6: OR TWO, INTO 6 BOTTOMS AB 0 , ... CH EVER IS LARGER. AROUND DEEP ALL, RO END OF POOL u : GUNITE CONCRETE 4000 RS.I. CURE 8Y LIGHT WATER SPRAY H TIMES E A' DAY' FOR EVEN DAY ILA L : F .,,.. THREE M S R S S 0 NG E 0 REPOSE S A GLE OR N OF FRICTION r. in , 3 C .,. 2 CL. "sr .. , REP,, .. ABED BY '..._ u n ::.•.,:F ,. ,r. + , ,., ..:. ant,r,^�m :r„ , +�yy�.,�.... �/� '. 'A 4oil � .. o tt . TRU(";TURE . ENGI NEERING Norwell,�Washy on Street Route 53 orwe , ossad►usetts 07061 7 �u�n '� ( � 8 t3-0135 r _ �`sp OF NEW rrr��/ TANl�A ' WALL SECT'I I JOHN f M... OF W. +y 1t3HN OCALR.: dMi11NN•'t' �^ a QUtEN t _ W. .� M.8 rand n UEE .. t ,. No. 3742 �. Q N � APPROVEDrTITLIt fo . _. S s i '�` A ♦ e u e �, S ANDARD SWIMMING POOL OETA1l..5 1 AI. bATt DR AWING NUMRtR' I ` � .a. , ...ZONING PRO V a I A S� TO WITHIN 6 OF FINAL GRADE � DE CCE 31:0 ALL PIPING TO . BE 4 DIA. SCHEDULE 40 PVC UNLESS NOTED 32� 30:3 ` INSPECTION PORT SEE CONSTRUCTION NOTE 5 THIS SHEET , EET r 30.5 GRADE TO DRAIN ----- aacKFlLL .. 3 s • Z o S-0.02 S 0.01 VVV .... 30.00 S=0.005 PEASroNE ....- ?4 Ln :.� .: Q o 29.67 10 14 9.42: , 10 , MI . 3/4' = 1 1 2w / ----- ..... NN •---- -TvTV ---- TTTV Z � T Provide 3 3 W x 42 L x 2 D � Leaching Trences 9 hes - DOUBLE IVASHED STONE .... ..... .... �'�i ..... .... o - , 10 MIN. O t _ INLET TEE � 29.14 , I I I I BELFILTER �ODEL A100x12x20 89124.0 2.oo 2897 W W0 3 3 3 3 3A , &PIP 8.70W/TEE CROSS SECTION NOT TO SCALE ZONE: RC RF-1 0 0 'MINIMUM LOT AREA : 87120 Sf. 87120 . Sf. M �o MINIMUM YARD SETBACKS:, FRONT: 20 30, c o M -SIDE REAR: 10, 15 Vzj � o0 v O • ,a? oo `n 0 e t 1(. •t 1 t t a. O .. Th Lo L sWihnTheWellProecfu n Overla District v1 • � Y O_. Lies The Lot Lies Within AD.E.P.oves D .P. Approved Zone II Aquifer Protection District PP 4 t:., 3 � o DE � SIGN CRITERIA..- a� b THEHI Ll�IC NG SYSTEM SHOWN ON THIS PLAN HAS BEEN.. DESIGNED o IN ' ACCORDANCE WITH THE MASSACHUSETTS STATE ENVIRONMENTAL 00 G� - /'`l1r1C _ � 1 /1 /''AA1� 1 � /1n _ TITI C � AAlrl 1 !l/'`AI Q/lAA/l 1lC IJCAI TI.J 1� is N �. M ,. TOP OF FOUNDATION 32.0 BASEMENT FLOOR 24.0 GARAGE FLOOR 31.0 FLOWS:� INVERT AT FOUNDATION 30.00 SEPTIC TANK - INLET 29.67 OUTLET 29.42 7 OUTLET D-BOA INLL Ti _ 29.14 - OUTLET 28.97 PIPE I NV. - BEG. OF SYSTEM 28.91 END OF SYSTEM 28.70 BOTTOM OF TRENCH 26.70 BREAKOUT 29.5 ;hater Level: None Encountered 20.7 TP 201 N, ry VSETTS z >a " w0 'U4vtNO3� '�y SEPTIC TANK WITH �< } ZABEL FlLTER o f \,- wo- T T . T IN THE LOCATION OF THE rRENCH cL�sEs o THE HOUSE� . a � CONS RUCTION NOTES... M EXISTING GRADE f70 0► . ,, ,, REMOVE ALL UNSUITABLE MATERIAL F CONSTRUCT SEWAGE Y .2 DEPTH AND.. • / � E GE SYSTEM AS DESIGNED IN ACCORDANCE TO THE BOTTOM OF THE B HORIZON ,/2 ) '. `�c � � t BENCHMARK. TOP OF ) � • BACKFILL WITH CLEAN GRANULAR COMPACTED FILL TO EL. 29.5 IN CONCRETE BOUND R - WITf-. THE STATE ENVIRONMENTAL CODE - TITLE 5 AND THE _ ELEV. 2s.8o Ncw � .. � _ ._ • _ .�� 10 � � p ACCORDANCE WITH 310 CMR 15.255. I of ,, oo RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH. ,.(!c_ �; r . 8 - CU. YDS. : 5 EXCAVATION VOLUME XCAVA 0 E N R c: THE SEPTIC TANK SHALL BE PROVIDED WITH PROPER �; DED 0 ER .INLET AND U. YDS. BACKFILL VOLUME 35 C 7 ADJ. FOR 1590 'COMPACTION OUTr_ET TEES. THE INLET TEE SHALL EXTEND A MINIMUM OF 10 '�- INCHES BELOW THE OUTLET FLOWLINE. THE OUTLET TEE SHALL N CO SIST OF A ZABEL FILTER MODEL A1OOx12x20 OR APPROVED o EQUAL. Q ' ale Detail. N.T.S. Ha b . PROPOSED Constmo6on _ � 3. R0. OSED GRADING SHALL _ LL NOT CREATE: A NUISANCE OR Activity {_ Siltation Fence / ,4 ADDITIONAL FLOW ONTO THE STREET OR ABUTTING PROPERTIES. # E f 4 PRO VIDE OVI INSPECTION -� 40 DE SPECTION PORT a bales ._.- Scale.. 1 ,. R H SCREW OFF CAP: TO WITHIN H r j{j � P Staked n .,;' ; st In r- � 6 INCHES OF FINISH f � � , 4 ED GRADE Place -� 0 20 40 so 120 160 - 5. ALL SYSTEM COMPONENTS. SHALL BE MARKED WITH MAGNETIC Toe In 6 MARKING TAPE OR A COMPARABLE .MEANS IN ORDER TO � Depth _ LOC ATE E THEM 'ONCE 'BURNED. t/1 INSPECTION NOTES o - r • IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR T -+ Test Hole Lo SLeachingGENERAL-NOTES Co c oR o 5, g Trench Detail _ NOTIiY THE LOCAL BOAR Q Test Holes Du g On Aril 22 2010 O OF HEALTH AND THE DESIGN g P Ca End of Pipes G�► P 1� r ENGINEER TO CONDUCTCONSTRUCTIONN THE FOLLOWING . ilham J. McGovern L.S. S.E. 42 b Logged B W _ 1. I N FLOOD N A l l 1 - to O , gg Y THE LOT IS LOCATED L00 ZONE C, 3 e 2, A 11 El. 11 Witnessed By David W. Stanton R.S. i INSPECTIONS. C O O 31 AS SHOWN ON F. L R: M. MAP 250001- 0018D DATED U REVISED Jul 2 1992 4� TP-203 Y � 1. EXCAVATION AND BOTTOM OF SYSTEM PRIOR TO SYSTEM N 33.t - i.a TP 204 r � ., .7 w 32 7 3 � _ INST/ILLATION. _ r a.� y3 2y 2.WATER 9 .� � 42-, TH P V s - and 31. 2. .ERE. ARE N0 SU PLY OR GRA EL PACKED pp 9 n » TP 202 3t.2 : w r � TP-201 ) 4 31 U 3 Reserve WELLS WITHIN 400 , NO TUBULAR PUBLIC WELLS WITHIN 250 SYST,_M » 30.�) � 2. COMPONENTS INCLUDING INVERT ELEVATIONS .PRIOR TO -( T 30.4 9=and0. 2 C1 -Sand 28 , - - B C1 -sand 30.3) AND NO PRIVATE POTABLE WELLS WITHIN 150 OF THE BACK FILLING SYSTEM. � 4 R.mow9 _ an29.9� , 7 Outlet D-Box W n : w 3 r PROPOSED SANITARY SEWAGE DISPOSAL SYSTEM. cn R U� •P'OCf 2ss.o) 42 �\ C1 V I - 3. FINAL.GRADING. I 6 28.5 2 i ) r r~ 1 Sand w C F-L1 40 3 N Pe' Rate 3. EXCEPT AS NOTED ON PLAN ABUTTER SEWAGE DISPOSAL 40 P.T. P.T. Perk Rate » < 2 Min/In. SYSTEMS COULD NOT BE LOCATED. w 58w O rA 4. CHANGES TO EFFLUENT .FLOW GRADING OR LANDSCAPING , _ Note: No Variance m EITHER ON SITE OR ADJACENT TO THE SITE OR FAILING TO s From The T�awn OfBarnstable Board Of Health O Rules .And Regulationstat ^ 'PROPERLY INSPECT OR PUMP THE SEPTIC TANK MAY EFFECT And State, Code Title S Are Requested » 23.1 q 120 Encountered ) 120w 22.7 ,ncountered ) THE PROPER FUNCTIONING OF THE LEACHING SYSTEM. O 4q 120 21.2) 120 20:7) Encountered 5. THE OWNER SHALL INSPECT AND ...PUMP THE. SEPTIC TANK � Encountered O ANNUALLY. 0 Job No. 7648 Note Contractor to bid and work from Tans Approved b the Board of Health only. p pp yJob No. 7648 q